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Home My WebLink AboutStillwaterADA_FinalPlanCity of Stillwater Americans with Disabilities Act Transition Plan for Public Buildings and the Public Right of Way August 2020 iiwter THE BIRTHPLACE OF M.IN.N.ES.OTA Table of Contents Introduction 3 Purpose and Need 3 Self -Evaluation 3 Plan Elements 4 ADA and its Relationship to Other Laws 7 Agency Requirements 7 Public Buildings 9 Self -Evaluation 9 Policies and Practices 10 Improvement Schedule 10 Public Rights -of -Way 13 Self -Evaluation 13 Policies and Practices 14 Improvement Schedule 15 External Agency Coordination 17 ADA Coordinator 18 Public Outreach 18 Grievance Procedure 18 Appendices 19 A. Contact Information B. Self -Evaluation Results C. Agency ADA Design Standards and Procedures D. Schedule / Budget Information E. Public Outreach F. Grievance Procedure G. Glossary of Terms 2 Introduction Purpose and Need The Americans with DisabilitiesAct (ADA), enacted on July 26, 1990, is a civil rights law prohibiting discrimination against individuals on the basis of disability. ADA consists of five titles outlining protections in the following areas: 1. Employment 2. State and local government services 3. Public accommodations 4. Telecommunications 5. Miscellaneous Provisions Title II of ADA pertains to the programs, activities and services public entities provide. As a provider of public services and programs, the City of Stillwater (City) must comply with this section of the ADA Act as it specifically applies to public service agencies. Title II of ADA Act provides that, "...no qualified individual with a disability shall, by reason of such disability, be excluded from participation in or be denied the benefits of the services, programs, or activities of a public entity, or be subjected to discrimination by any such entity."1 Subject to Title II of ADA, the City of Stillwater must conduct a self -evaluation of its facilities and develop a transition plan to outline strategies to achieve compliance. The ADA Transition Plan (Plan) outlines policies and procedures for both the City to maintain compliance, and for community members to have a dialogue about accessibility issues. The City's Plan provides a better understanding of the assets within Stillwater and will help guide the City's prioritization of ADA investment. Additionally, progress on the Plan will ensure that the City maintains eligibility for State and Federal funding to support transportation projects. Self -Evaluation A key activity in developing the Plan isthe self -evaluation. The self -evaluation inventories barriers in programs and activities that prevent persons with disabilities from reasonable access. The City completed its evaluation of curb ramps, sidewalks, and certain public buildings in August 2019. This plan document pertains to public rights -of -way as well as public buildings. Other infrastructure elements will be incorporated into stand-alone documents or in future updates to this one. The City's ADA consultants (SRF Consulting Group and PE Services) worked with City staff to provide professional services in completing the self -evaluation process. This consists of a I (42 USC. Sec. 12132; 28 CFR. Sec. 35.130) 3 field review of public right-of-way infrastructure and public buildings alongside a review policies and programs as shown in Figure 1. Figure 1. Self -Evaluation Components Self -Evaluation Public Buildings and Facilities • City Hall • Fire Station • Lily Lake Ice Arena • Public Works Facility • St. Croix Valley Recreation Center • Stillwater Parking Ramp • Stillwater Public Library Facilities and Public Rights -of -Way • Curb Ramps • Sidewalks / Trails Policies • Complaint/Grievance Procedure • Maintenance and Alteration Projects • Listing in Capital Improvement Program • Snow and Ice Removal • ADA Improvements Already Completed • Stakeholder Outreach The self -evaluation provides an inventory of ADA compliance gaps and allows the City to catalog and prioritize future improvements. Public right-of-way are inventoried in an interactive, dynamic geographic database that will be delivered to the City for continuous monitoring and updates. Plan Elements The plan document is developed based on the outcome of the self -evaluation. In addition to the compliance assessment and progress report that the self -evaluation provides, several core elements will be incorporated into the Plan for both public right-of-way and public buildings. Designating an ADA Coordinator The City has identified a coordinator to oversee ADA policies and procedures and serve as the primary point of contact for ADA related issues. (Contact information is located in Appendix A). Grievance Procedure Under ADA, each agency is required to publish its responsibilities. A public notice will be documented in the plan. If users of City facilities and services believe the City has not provided 4 reasonable accommodation, they have the right to file a grievance. A procedure for the prompt and equitable resolution of citizen complaints, concerns, comments, and other grievances is included in the Plan. Public Outreach The City recognizes that public participation is an important component in the development of this Plan. Input from the community will be gathered and used to help define priority areas for improvements within the jurisdiction of the City. Outreach for the ADA Transition Plan will be ongoing through public forums, council meetings, the City's website, and periodic newsletter mailings. Monitoring This Plan is designed to be continuously updated as warranted by conditions within the City of Stillwater. For example, updates will account for improvements and completed projects within the City as right -of- way and facilities are brought into compliance. Typically, these updates will be made to appendices and datasets included herein. Project prioritization and local policies may be updated based on community input and grievances. With each major update (occurring at approximate five-year intervals or as deemed necessary by City of Stillwater staff), a public comment period will be established to continue public outreach and provide input on local priorities and a dialog with community members. Design Standards All applicable design standards related to ADA are included in the Plan appendices. Schedule and Budget A projected schedule with defined milestones to achieve reasonable compliance is included in the Plan. Additionally, the City's Capital Improvement Plan (CIP) is updated annually and will include budgetary estimates for anticipated projects, which may include ADA-related projects. External Agency Coordination Several other agencies are responsible for pedestrian facilities, such as bus stops, traffic signals, pedestrian curb ramps, and sidewalks and trails within the jurisdiction of the City. The City will coordinate with those agencies to track and assist in the elimination of accessibility barriers along their routes. ADA contacts and interagency agreements will be provided for City, County, and regional authorities that are responsible for right-of-way in the City of Stillwater. 5 Project Timeline To complete the Transition Plan document, data collection is required. This includes the following: - Evaluation of existing curb ramps. Evaluation of existing sidewalks and trails. - Evaluation of existing public buildings. Establishment of a Geographic Information System (GIS) database and reporting protocol. Notification and public comment on the Draft Plan. Final establishment of a working ADA Transition Plan Document. This project will be completed throughout calendar year 2019. An outline of project processes and schedule is shown in Figure 2. Figure 2. ADA Transition Plan Process Project Kickoff Meeting City Policy Review Field Review and Data Collection Database Development Draft Plan Document/Self Evaluation Public Outreach Final Plan Document / Presentation to the Human Rights Commission and City Council 6 ADA and its Relationship to Other Laws Title II of ADA is companion legislation to two previous federal statutes and regulations: the Architectural Barriers Acts of 1968 and Section 504 of the Rehabilitation Act of 1973. The Architectural Barriers Act of 1968 is a Federal law that requires facilities designed, built, altered or leased with Federal funds to be accessible. The Architectural Barriers Act marks one of the first efforts to ensure access to the built environment. Section 504 of the Rehabilitation Act of 1973 is a Federal law that protects qualified individuals from discrimination based on their disability. The nondiscrimination requirements of the law apply to employers and organizations that receive financial assistance from any Federal department or agency. Title II of ADA extended this coverage to all state and local government entities, regardless of whether they receive federal funding or not. Agency Requirements Under Title II, Stillwater must meet these general requirements: • Must operate their programs so that, when viewed in their entirety, the programs are accessible to and useable by individuals with disabilities (28 C.F.R. Sec. 35.150). • May not refuse to allow a person with a disability to participate in a service, program or activity simply because the person has a disability (28 C.F.R. Sec. 35.130 (a). • Must make reasonable modifications in policies, practices and procedures that deny equal access to individuals with disabilities unless a fundamental alteration in the program would result (28 C.F.R. Sec. 35.130(b) (7). • May not provide services or benefits to individuals with disabilities through programsthat are separate or different unless the separate or different measures are necessary to ensure that benefits and services are equally effective (28 C.F.R. Sec. 35.130(b)(iv) & (d). • Must take appropriate steps to ensure that communications with applicants, participants and members of the public with disabilities are as effective as communications with others (29 C.F.R. Sec. 35.160(a). • Must designate at least one responsible employee to coordinate ADA compliance [28 CFR Sec. 35.107(a)]. This person is often referred to as the "ADA Coordinator." The public entity must provide the ADA coordinator's name, office address, and telephone number to all interested individuals [28 CFR Sec. 35.107(a)]. • Must provide notice of ADA requirements. All public entities, regardless of size, must provide information about the rights and protections of Title II to applicants, participants, beneficiaries, employees, and other interested persons [28 CFR Sec. 35,106]. The notice must include the identification of the employee serving as the ADA coordinator and must provide this information on an ongoing basis [28 CFR Sec. 104.8(a)]. 7 • Must establish a grievance procedure. Public entities must adopt and publish grievance procedures providing for prompt and equitable resolution of complaints [28 CFR Sec. 35.107(b)]. This requirement provides for a timely resolution of all problems or conflicts related to ADA compliance before they escalate to litigation and/or the federal complaint process. This document has been created to specifically cover accessibility within the public rights of way and public buildings and does not include information on the City of Stillwater programs and practices not related to public rights of way or public building. 8 Public Buildings Public buildings and facilities in the City of Stillwater include built public structures that house the City's public services and the City's Pedestrian Access Routes (PAR) and Pedestrian Circulation Route (PCR) to include parking Tots, sidewalks, and curb ramps. These facilities and programs are subject areas that will be addressed in future revisions of the Plan. Self -Evaluation Overview The City is required, under Title II of the ADA and 28 CFR 35.105, to perform a self -evaluation of its current building infrastructure policies, practices, and programs. This self -evaluation will identify what policies and practices impact accessibility and examine how the City implements these policies. The goal of the self -evaluation is to verify that, in implementing the City's policies and practices, the division is providing accessibility and not adversely affecting the full participation of individuals with disabilities. The Public Buildings Self -evaluation also examines the condition of the City's PAR and identifies potential need for PAR infrastructure improvements. This will include the sidewalks, curb ramps, parking lots and buildings that house the City's public services. Any barriers to accessibility identified in the self -evaluation and the potential / recommended remedy to the identified barrier are set out in this transition plan. Summary In August 2019, the City of Stillwater conducted an inventory of public buildings and their PARs consisting of the evaluation of the following locations: Public Buildings • City Hall • Fire Station • Lily Lake Ice Arena • Public Works Facility • St. Croix Valley Recreation Center • Stillwater Parking Ramp • Stillwater Public Library A detailed evaluation on how these public buildings relate to ADA standards is found in Appendix B and will be updated periodically. For the City's future reference, the ADA Checklist for Existing Facilities used to conduct the field review of public buildings and facilities is found in Appendix C. 9 Policies and Practices Previous Practices Since the adoption of the ADA, the City has strived to provide accessible pedestrian features as part of the City's capital improvement projects. As additional information was made available, as to the methods of providing accessible pedestrian features, the City updated their procedures to accommodate these methods. Policy The City's goal is to continue to provide accessible pedestrian design features as part of the City's capital improvement projects. The City has adopted ADA design standards and procedures as listed in Appendix C. These standards and procedures will be kept up to date with nationwide and local best management practices. The City will consider and respond to all accessibility improvement requests. All accessibility improvements that have been deemed reasonable will be scheduled consistent with facility priorities and as established in the CIP. Requests for accessibility improvements can be submitted to the City's ADA Coordinator. Contact information for Title II ADA Coordinator is located in Appendix A. Improvement Schedule Types of Improvements The following are typical improvements to public buildings that can be made to correct deficiencies in accessibility: • Improvements to the access routes and curb ramps (rebuilding to correct steep slopes and surface characteristics) leading from parking and drop-off areas to buildings and bus loading areas. • Providing accessible parking stalls in close proximity to bus waiting and loading areas. • Improvements to accessible parking stalls and aisles, and improvements to signage associated with accessible parking. • Doorway and entryway improvements (where buildings and shelters are provided). Cost estimates of these improvements are included in Appendix D. Priority Areas Prioritizing and scheduling of work will be established by the City based on numerous factors, including, but not limited to, severity of non-compliance, barriers to program accessibility, feasibility of remedies, safety concerns, or a location that receives high public use. Prioritization 10 will also be given to locations that would most likely not be updated by means of other City programs. Schedule The City has set the following schedule goals for improving the deficiencies in accessibility of its PAR/PCR and parking design features within the City's public buildings and facilities: • Percent Compliant Baseline: 74% compliant (See Appendix B for percent compliance for each public buildings). • After 5 years, 90% of PAR/PCR and parking design features within the jurisdiction of the City built before 1991 and partially renovated after 1991 would be reasonably ADA compliant. • After 5 years, 90% of PAR/PCR and parking features within the priority areas identified by City staff would be reasonably ADA compliant. • After 5 years, 90% of PAR/PCR and parking features within the jurisdiction of the City built or renovated after 1991 would be reasonably ADA compliant. • After 10 years, 100% of PAR/PCR and parking features within the jurisdiction of the City built before 1991 would be reasonably ADA compliant. • After 10 years, 100% of PAR/PCR and parking features within the jurisdiction of the City built before 1991 and partially renovated would be reasonably ADA compliant. • After 10 years, 100% of PAR/PCR and parking features within the jurisdiction of the City built or renovated after 1991 would be reasonably ADA compliant. The 10-year time frame to achieve 100 percent accessibility and the required commitment of funding is framed as a policy goal. The availability of funding and future development trends in the City of Stillwater may affect how these projects are prioritized, and the timing of public building and facility improvements may affect progress toward the compliance goal. Figure 3 categorizes the Public Buildings and Facilities between those built prior to 1991 and those built or renovated after 1991. 11 Figure 3. Public Buildings and Facilities Before and After the Year 1991 Built Prior to 1991 I nventory did not include a public building built prior to 1991 Built Prior to 1991 with Partial Renovation after 1991 Stillwater Public Library (partial renovation 2005- 2006) Lily Lake Ice Arena Built or Renovated after 1991 City Hall (Built in 1965, renovated/addition in 1996-1997 and 2017-2019) Fire Station (Built2014-2015) Public Works Facility (Built 2000- 2001) St. Croix Va l ley Recreation Center (Built in 1997,addition in1999, dome renovation in2019) Stillwater Parking Ramp (Built 2008- 2009) Methodology The City will utilize two methods for improving pedestrian facilities within Public Buildings and Facilities. 1) Scheduled Facility Projects This type of project would include complete renovations to a Public Building or Facility and/or construction of a new Public Building or Facility. All pedestrian facilities impacted by these projects will be improved to meet, to the greatest extents possible, current ADA accessibility standards. 2) Standalone ADA Accessibility Improvement Projects This type of project would include ADA accessibility issue -specific projects and may not include the entire renovation of a Public Building or Facility. 12 Public Rights -of -Way Public rights -of -way (ROW) in the City of Stillwater include roadways and their adjacent facilities that serve a transportation purpose. This includes sidewalks and trails, curb ramps, driveways, and traffic control signals. Public rights -of -way do not include buildings, publicly accessible technology, recreational trails and facilities, and private property. These facilities and programs are subject areas that will be addressed in the future revisions of the Plan. Self -Evaluation Overview The public ROW self -evaluation examines the condition of the City's PAR/PCR and identifies potential need for PAR/PCR infrastructure improvements. This includes sidewalks, curb ramps, and bicycle/pedestrian trails that are located within the City ROW. Any barriers to accessibility in the PAR/PCR identified during the self -evaluation are included in this Plan. Summary The City's Consultants completed the PAR/PCR inventory in August 2019. The complete PAR/PCR inventory includes all facilities within the city's jurisdiction: • 1310 City owned curb ramps. • Approximately, 50 miles of sidewalks/trails. o 177 8' bituminous trail points o 833 5' concrete sidewalk trail points The inventory considers the limitations of the physical terrain where existing physical or site constraint prohibits modification or addition of accessible features that comply fully with the ADA Standards. Therefore, areas where the slope of the terrain may not be modified to satisfy ADA requirements, especially along steep hills, the City will comply with the provisions of the ADA standards to the maximum extent feasible. Feasibility per the National Association of City Transportation Officials means, "Capable of being accomplished with a reasonable amount of effort, cost, or other hardship. With regard to ADA compliance, feasibility is determined on a case -by -case basis." A detailed evaluation on how these facilities relate to ADA standards is found in Appendix B and will be updated periodically. The PAR/PCR inventory also includes 15 traffic control signals located within the City. All traffic signals but one (Market Place and Curve Crest) are owned, operated, and maintained by Washington County and the Minnesota Department of Transportation (MnDOT). See Appendix A for external agency contact information. Although the signals are not within the City's 13 jurisdiction, the inventory was collected in August 2019 for informational and record keeping purposes. Field Manual for Data Collection A field manual was developed to serve as a tool for the City's ROW data collection process. The Right -of -Way Field Review Inventory Manual includes all the materials used to conduct the field review of facilities and public ROW for the City's future reference. In Addition, SRF Consulting Group developed GIS data points and information to aid the City in prioritization of the ADA Transition Plan projects to coincide with CIP projects and focus on establishing accessible corridors in high pedestrian traffic areas. The GIS database is an online cloud -based mapping application. The purpose of the GIS database is to house the inventory of all existing ADA locations within the City with the capability to update, add, and share information as necessary. The database will serve as a management tool for the City. The field manual is included in Appendix C. Policies and Practices Previous Practices The City of Stillwater has strived to provide accessible pedestrian features as part of the City's CIP and new development projects. The City will continue to improve procedures to accommodate required methods of providing accessible pedestrian features. Policy The City's objective is to continue incorporating accessible pedestrian design features with development and CIP projects. The City has adopted ADA design standards and procedures as listed in Appendix C. These standards and procedures will be updated periodically in accordance with ADA best management practices. The City will respond to all accessibility inquiries and improvement requests appropriately. These requests and inquiries will be evaluated internally, and an appropriate response will be communicated to the requestor. This may include comment and/or consideration for implementation with related CIP projects. The City will coordinate with external agencies to ensure that all new or altered pedestrian facilities within City jurisdiction are ADA compliant to the maximum extent feasible. Maintenance of pedestrian facilities within the public ROW will continue to follow the policies set forth by the City. Requests for accessibility improvements can be submitted to the City's ADA Coordinator. Contact information for ADA Coordinator is located in Appendix A. 14 Pavement Management Program ADA improvements resulting in areas with non -compliant pavement conditions may be addressed through the City's pavement management program. These improvements may be funded through special assessments. Special assessments are for the cost of making a local improvement, or to collect certain charges that will benefit these properties. Cities may also use special assessments to recover the following costs including, but not limited to: • Street and sidewalk improvements • Streetlights • Planting, maintenance, and trimming of street • Retaining walls and area walls Prior to funding, projects go through the Public Involvement Process, which determine costs and the assessment rate. The assessment rate is determined such that a portion of the project cost is paid for by the benefiting property within the project and the remaining portion is paid for by the community through the general tax levy. Assessment rates vary from year to year and fluctuate by project. The City of Stillwater's Public Improvement Process may be found at the City's website: www.ci.stillwater.mn.us Additionally, the City coordinates with other jurisdictions for maintenance and improvements of facilities. These are outlined in the following section. Improvement Schedule Types of Improvements The following are typical improvements to public ROW that can be made to correct deficiencies in accessibility: • Intersection corner ADA improvement retrofits (a stand-alone ADA improvement project). • Intersection corner ADA improvement as part of an adjacent capital project. • Sidewalk/Trail ADA improvement retrofit (to include at grade crossings and sidewalk ramps). • Sidewalk/Trail ADA improvement as part of an adjacent capital project (to include at grade crossings and sidewalk ramps). Cost estimates of these improvements are included in Appendix D. 15 Priority Areas The City will work with the public during the public comment period to determine priority areas for ADA improvements. These areas will be selected due to their proximity to specific land uses such as schools, commercial areas, public buildings, and from the receipt of public comments. Factors that determine this include, but are not limited to: severity of non-compliance, barriers to access a public program or service, feasibility of remedies, safety concerns, and whether a location receives high public use. Priority will also be given to locations that would most likely not be updated by other City programs. Further, priority will be given to any location where an improvement project or alteration was constructed after January 26, 1991 (marking the formalization of ADA requirements), and accessibility features were omitted. Resident requests and location are also considerations for prioritizing improvements. To best use public resources, the priority areas for planned improvements projects were identified in the completion of this plan. A preliminary list of priority areas identified during the inventory process within the City can be found in Appendix D. Schedule The City has set the following schedule goals for improving the deficiencies in accessibility of its pedestrian facilities within the City's ROW: • Baseline of the City's total existing PAR/PCR condition: 17% compliant • After 10 years, 50% of PAR/PCR that were constructed after January 26, 1991, would be reasonably ADA compliant (100% compliance is not feasible given Minnesota's annual freeze -thaw cycles and pavement deterioration). • After 10 years, 50% of PAR/PCR within the priority areas identified by Stillwater staff would be reasonably ADA compliant. • After 20 years, 75% of PAR/PCR within the jurisdiction of the City would be reasonably ADA compliant. • After 30 years, 90% of PAR/PCR within the jurisdiction of the City (as identified in this plan) would be reasonably ADA compliant and fall within with City's monitoring program. The 30-year time frame to achieve 90 percent accessibility and the required commitment of funding is framed as a policy goal. The availability of funding and future development trends in the City of Stillwater may affect how these projects are prioritized, and the timing of public ROW improvements may affect progress toward the compliance goal. Methodology ADA compliance will be achieved utilizing the following two methods: 1) Scheduled improvements to utilities and ROW 16 This type of project would include scheduled road reconstructions and/or new development projects. 2) ADA-Specific Improvement Projects. This type of project would include standalone ADA improvement projects such as reconstruction of a pedestrian curb ramp and/or replacement of the APS system at a signalized intersection, separate from a road construction project. These projects will be determined by the City's CIP, or on a case by case basis determined by the ADA Coordinator and the City's grievance procedure. The City's 2018-2022 CIP is available upon request at City Hall. External Agency Coordination External agencies responsible for ROW pedestrian facilities within the jurisdiction of the City include MnDOT, Washington County, Minnesota Department of Natural Resources, and Metro Transit. The City will coordinate with those agencies to track and assist in the facilitation of eliminating accessibility barriers within the City. Additionally, this Plan supports the goals of other adopted documents that affect public ROW within the City, which includes specific cooperative agreements with Washington County, MnDOT, and Metro Transit. External Agency Plans may be found at the following links or made available by the City's ADA Coordinator: MnDOT ADA Transition Plan, 2015 http://www.dot.state.mn.us/ada/pdf/2014 TransitionPlanFinal.docx Metro Transit Accessibility https://www.metrotransit.org/accessibility Washington County ADA Transition Plan https://www.co.washington.mn.us/2324/ADA-or-Americans-With-Disabilities 17 ADA Coordinator In accordance with 28 CFR 35.107(a), the City of Stillwater has identified an ADA Title II Coordinator to oversee the City policies and procedures. Contact information for this individual is located in Appendix A. Public Outreach The City of Stillwater recognizes that public participation is an important component developing this document. Input from the community will be gathered and used to help define priority areas for improvements within the jurisdiction of the City of Stillwater. Public outreach for the creation of this document will consist of the following activities: The ADA Transition Plan for Public ROW, Public Buildings, and Facilities will be posted on the City of Stillwater website and made available in a hard copy for public comment for approximately thirty days prior to its recommendation for adoption. The draft version of the Plan will be distributed to key stakeholders including school administrators, local senior centers, businesses and service centers that have been identified as high priority areas for ROW improvements. The City of Stillwater will incorporate ADA into future Comprehensive Planning efforts. The City will make a reasonable effort to incorporate public comments into the final version of the report and will incorporate the Plan into parallel outreach efforts. A printed hard copy of the draft document is also available for review at City of Stillwater City Hall, 216 North Fourth Street, Stillwater, MN 55082 Further information on the Public Outreach initiatives and a summary of the comments received can be found within Appendix E. Grievance Procedure Under the ADA, each agency is required to publish its responsibilities regarding the ADA. A draft of this public notice will be provided in Appendix F. If users of City facilities and services believe the City has not provided reasonable accommodation, they have the right to file a grievance. To monitor the progress of compliance, the City, in accordance with 28 CFR 35.107(b), has established a grievance procedure for the prompt and equitable resolution of comments, concerns, or questions from the citizens of the City. The ADA grievance form is available online and at City Hall and can be returned to the ADA Coordinator. It may be used by anyone wishing to file a complaint, comment, or concern regarding discrimination based on disability. A sample of the Grievance Form can be found in Appendix F. 18 Appendices A. Contact Information B. Self -Evaluation Results B-1: Public Buildings Self -Evaluation Summary B-2: Public Buildings Self -Evaluation Inventory Tables B-3: Right -of -Way Self -Evaluation Inventory B-4: Water Board Building Self -Evaluation (Update) C. Agency ADA Design Standards and Procedures C-1: ADA Checklist for Existing Facilities C-2: Right -of -Way Field Review Inventory Manual C-3: PROWAG D. Schedule / Budget Information D-1: Cost Estimates for Public Buildings D-2: Cost Estimate for Right -of -Way E. Public Outreach E-1: Public Comments F. Grievance Procedure G. Glossary of Terms 19 Appendix A - Contact Information City of Stillwater ADA Coordinator Name: Shawn Sanders Address: 216 North Fourth Street, Stillwater, MN 55082 Phone: 651-430-8830 Fax: 651-275-4112 E-mail: ssanders@ci.stillwater.mn.us Washington County ADA Coordinator Name: Julie Sorrem Address: 14949 62nd Street North, Stillwater, MN 55082 Phone: 651-430-6083 E-Mail: Julie.sorrem@co.washington.mn.us Minnesota Department of Transportation ADA Contact Name: Kristie Billiar Phone: 651-366-3174 E-Mail: Kristie.billiar@state.mn.us Appendix B Self -Evaluation Results At the time of the public buildings and facilities and ROW inventories, the City was following general ADA design guidance and procedures. This included a commitment to providing access to all users but does not have a formal policy or procedure to assign priority regarding ADA accessibility issues within the City. Implementing a method to assign priority will be a part of this Plan effort. Public Buildings and Facilities Data Collection for public buildings self -evaluation was completed in August of 2019. The self - evaluation was performed by the ADA consultants. The Public Buildings included in the inventory include the following, with overall percent compliant ratings shown in parentheses: Public Buildings • City Hall (76%) • Fire Station (82%) • Lily Lake Ice Arena (61) • Public Works Facility (79%) • St. Croix Valley Recreation Center (66%) • Stillwater Parking Ramp (66%) • Stillwater Public Library (74%) The initial findings and recommendations of each public buildings and facilities are found in B-1. Following the initial findings and recommendations per public buildings and facilities are three tables showing an at -a -glance summary of all findings and percent compliance (found in B-2). Public Buildings Key Findings Several deficiencies were found to be common across most public buildings: • Most accessible parking signs are incorrect height (60-66 inches measured from the bottom of the sign to the pavement). • Slope of the many spaces and access aisles were greater than 2 percent in any direction. • Most access aisles did not have "no parking" signs or paint. • Many curb ramps had slopes steeper than 8.3 percent and cross slopes steeper than 2 percent. • Many of the entrance doors required more than 5 pounds to open and did not take at least 2 seconds to close. *The Water Board Building Self -Evaluation was completed after the completion of this Plan and Analysis. A copy of the Self -Evaluation Summary may be found in B-4. Public Right -of -Way Data Collection for the PAR/PCR (City) self -evaluation was completed in August 2019. The self - evaluation was performed by the City's consultants. The detailed inventory is found in B-3. This initial self -evaluation of PAR/PCR yielded the following results: Figure 4. Self -Evaluation Results for Public Right -of -Way 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% Curb Ramps Percent ADA Compliance per Facility 70 Sidewalks 62 a 84 iii Trails External Agency Traffic Control Signals ■ Percent Compliant ■ Percent Non -Compliant Chart Description: Six percent of curb ramps were ADA compliant. Thirty percent of sidewalks were ADA compliant. Thirty-eight percent of trails were ADA compliant. Sixteen percent of external agency traffic control signals were ADA compliant. B-1: Public Buildings and Facilities Self -Evaluation Summary Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 City Hall Address: 216 4th Street N, Stillwater, MN 55082 Year Built: 1965 (Renovation/addition in 1996-1997 and 2017-2019) Findings Access Approaches and Entrances • The City Hall access approaches consist of a shared surface lot on the southern side of the building as well as on -street parking on the eastern side of the building. There are 24 parking spaces in the parking lot. • There are 4 accessible parking spaces including a single on -street accessible parking space. • In the lot, the parking space closest to the building, the southernmost parking space and southernmost access aisle have slopes that are above the maximum slope of 2 percent in any direction. • All accessible parking signs are mounted at 77 inches (required height range of 60-66 inches). • The "no parking" signs at the access aisles block the accessible route. • The northern curb ramp has a running slope of 9.9 percent (maximum running slope is 8.3 percent) and a cross slope of 2.5 percent (maximum cross slope is 2 percent). The landing is too steep at 2.4 percent (2 percent maximum in any direction). • The southern curb ramp has a running slope of 8.4 percent (maximum running slope at 8.3 percent). • For the on -street parking, the accessible parking sign is 87 inches (required height range of 60- 66 inches). • A large piece of pavement is missing from the exterior walkway and presents a horizontal discontinuity exceeding the maximum 0.5-inch width. • The on -street curb ramp has a cross slope of 5.2 percent and the lip of the curb is 1-inch, which exceeds the maximum vertical discontinuity of 0.5 inch with bevel. • Trash cans located at parking lot entrance interfere with the required 18-inch pull space for the interior door. • The street entrance does not have a level landing outside of the door. • Both doors at the street entrance require 12 and 16 pounds to open, which is more than the maximum allowable force to open (5 pounds). Recommendations • Regrade the parking space closest to the building, the southernmost space, and the southernmost access aisle to have a slope no steeper than 2 percent in any direction. • Lower the signs to a height of 60-66 inches from the ground. • Move the "no parking" signs to the opposite side of the sidewalk, so it does not interfere with the path of travel. • Reconstruct the northern curb ramp in the parking lot to have a maximum slope of 8.3 percent and a maximum cross slope of 2 percent as well as a level landing with a maximum slope of 2 percent in any direction. • Reconstruct the southern curb ramp to have a maximum running slope of 8.3 percent. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Fire Station Address: 250 Maryknoll Drive N, Stillwater, MN 55082 Year Built: 2014-2015 Findings Access Approaches and Entrances • The Fire Station access approaches consist of a shared surface lot on the eastern side of the building. There are 170 parking spaces. • There are 8 accessible parking spaces. • The farthest north access aisle is 2.1 percent (required maximum slope of 2.0 percent). • All 8 accessible parking signs are 72-75 inches exceeding the required height range of 60-66 inches. None of the access aisles have "no parking" signs. • The farthest east curb ramp has a cross slope of 2.5 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.1 percent (maximum landing slope of 2.0 in any direction). The curb ramp flares have a 14.9 percent slope (maximum slope of 10.0 percent). • The curb ramp for access to the parking ramp from the street has flares that are 16 percent, which is above the 10.0 percent maximum. • Both exterior and interior entrance doors take 15-16 pounds to open exceeding the 5-pound maximum force and 3-4 seconds to close, which is less than the minimum 5 seconds. Recommendations • Regrade the access aisle that's farthest north to a maximum slope of 2 percent in any direction. • Lower all accessible parking signs to a height of 60-66 inches from the pavement. • Add "no parking" signs to all access aisles. • Regrade the farthest east curb ramp to have a cross slope of a maximum of 2 percent. Regrade the landing to have a maximum slope of 2 percent in any direction. Replace the flares with ones that have a maximum slope of 10 percent. • Replace the flares of the curb ramp along the parking lot that provides access to the street with ones that have a maximum slope of 10 percent. • Replace door closers on the interior and exterior entrance door with closers that require at least 5 pounds to open and take at least 5 seconds to close. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Lily Lake Ice Arena Address: 1208 Greeley Street S, Stillwater, MN 55082 Year Built: Built prior to 1991 Findings Access Approaches and Entrances • The Lily Lake Ice Arena access approaches consist of a shared surface lot on the eastern side of the building. There are 62 parking spaces. • There are 6 accessible parking spaces. • There are no van accessible parking spaces. • The access aisles are blocked and are less than the minimum 8 feet wide. • Access aisles do not have "no parking" signs. • The accessible parking signs for the spaces near the ice arena are 57 inches, which is below the required height range of 60-66 inches. • There are no accessible parking signs for the spaces near the park. • The slope of the access aisle leading to the entrance of the ice arena is 3.4 percent (maximum 2 percent slope in any direction). • There is a 2-inch vertical discontinuity at the main entrance (maximum 0.5-inch vertical discontinuity). • The door requires 24 pounds to open (maximum 5 pounds) and takes only 4 seconds to close (minimum 5 seconds). Recommendations • Move or restripe parking spaces, so access aisles are not blocked and have at least 8 feet wide. • Add "no parking" signs to the access aisles. • Raise or install accessible parking signs to make sure that they are 60-66 inches above the pavement. • Regrade the parking access aisles to a maximum slope of 2 percent in any direction. • Remove the vertical discontinuity at the main entrance by reconstructing the threshold or regarding the parking lot access aisle. • Replace the door closer to require only 5 pounds to open and close in at least 5 seconds. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 St. Croix Valley Recreation Center Address: 1675 Market Drive, Stillwater, MN 55082 Year Built: 1997. Addition in 1999 and dome renovation in 2019. Findings Access Approaches and Entrances • The St. Croix Valley Recreation Center access approaches consist of a shared surface lot on the western side of the building. There are 256parking spaces. At the time of evaluation, the parking lot was under construction. Parking stall numbers were evaluated off of the plan for the reconstruction. Slopes and measurements were taken from existing four spaces on the northern side of the lot. • There are 14 accessible parking spaces provided. • The access aisles are less than the minimum 8 feet wide and are not designated with "no parking" signs. • There are no "van accessible" signs near spaces along access aisles. • The slope of all access aisles and parking spaces were exceed the maximum 2 percent slope in any direction. • All of the parking signs are 27-29 inches high (required height of 60-66 inches). • The cross slope of the exterior access route is 3.4 percent (maximum cross slope of 2 percent). • The curb ramp closest to the building has a cross slope of 4.3 percent (maximum cross slope of 2 percent), lacks a level landing, and has flares that are 14.1 percent (maximum slope of 10 percent). • The westernmost parking access aisle curb ramp has flares that are 10.2 percent (maximum slope of 10 percent). • The curb ramp landing that connects to the building entrance has a slope of 2.1 percent (maximum slope of 2 percent in any direction). • Entrances do not indicate which are accessible and how to access accessible entrances. Recommendations • Restripe the access aisles to 8 feet wide. • Add "no parking" signs to access aisles and "van accessible" signs to all van accessible spaces. • Raise all parking signs to 60-66 inches. • Regrade the slopes of all access aisles and spaces to a maximum slope of 2 percent in any direction. • Regrade the exterior access route to a maximum cross slope of 2 percent. • Reconstruct the curb ramp closest to the building to include the following improvements: regrade the cross slope to a maximum of 2 percent, add a level landing at the top of the ramp, and regrade the flares to a maximum slope of 10 percent. • Regrade the flares for the western curb ramp in the parking lot to have a maximum slope of 10 percent. • Regrade the landing at the building entrance ramp to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Add signs to all entrances to indicate if they are accessible. If they are not accessible, add signage to indicate how to get to accessible entrances. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Library Address: 224 3rd Street N, Stillwater, MN 55082 Year Built: Built prior to 1991, Partial renovation in 2005-2006. Findings Access Approaches and Entrances • The library access approaches consist of a surface lot on the western side of the building and a ramp on the eastern side. There are 51 total parking spaces. • There are 4 accessible parking spaces. • The western parking lot has parking spaces and access aisles that range from 3.8-7.2 percent exceeding the maximum slope of 2 percent in any direction. • The parking sign does not have "van accessible" added and the access aisle does not have "no parking" indicated. • The eastern parking ramp does not have an 8-foot clear access space on the farthest accessible space. The slope of that farthest space access aisle is 2.2 percent (maximum slope of 2 percent in any direction). • All accessible parking signs in the ramp are 55 inches high (required height range of 60-66 inches) and do not have "van accessible" added. There are no "no parking" signs at access aisles. • The pavers at the west building entrance are crumbling, making the surface rough and unstable. • The access route has a cross slope of 3.1 percent (maximum slope of 2.0 percent). • The access route in the parking ramp has less than the minimum 32 inches of clearance at the pillar due to the placement of the cigarette disposal. • The western parking lot curb ramp has a cross slope of 3.3 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.9 percent (maximum landing slope of 2.0 percent in any direction). The eastern curb ramps were included in the Public Right -of -Way evaluation. • The curb ramp in the parking ramp does not have detectable warnings (truncated domes), and the running slope is 8.6 percent (maximum running slope of 8.3 percent). • The west entrance door is 30 inches wide (minimum width of 32 inches). The door takes 16 pounds of force to open (maximum force of 5 pounds). The push button was not operational at the time of evaluation. Recommendations • Regrade the western spaces to have a maximum slope of 2 percent in any direction. • Add "van accessible" to the accessible parking sign. • Add "no parking" painted onto the access aisle. • Regrade the farthest accessible parking space in the ramp to have a maximum slope of 2 percent in any direction. • Stripe an access aisle on the other side of the space (the pillars get in the way of the access aisle). • Raise all accessible parking signs in the ramp to a height of 60-66 inches above the pavement. • Add "van accessible" to spaces that have compliant access aisles. • Add "no parking" painted on access aisles. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Replace parking lot access aisle pavers (or replace with concrete). • Reconstruct the sidewalk leading to the entrance to have a cross slope of 2.0 percent or less. • Relocate the cigarette disposal to preserve at least 32 inches of clearance between the wall and pillar near the building entrance in the parking ramp. • Reconstruct the curb ramp in the western parking lot to reduce the cross slope and provide a level landing. • Reconstruct the curb ramp in the parking ramp to reduce the running slope and install truncated domes. • Provide a new doorframe and install a door with opening/closing mechanism. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Works Address: 3325 Boutwell Road N, Stillwater, MN 55082 Year Built: 2000-2001 Findings Access Approaches and Entrances • The Public Works access approaches consist of a shared surface lot on the western side of the building as well as a few spots outside the main entrance. There are 27 parking spaces. There are 2 accessible parking spaces. • The accessible parking space near the sports field is lacking a parking sign and the access aisle is 5 feet wide (minimum 8 feet wide). The access aisle does not have a "no parking" sign. The accessible space near the front entrance has a slope of 3.9 percent (maximum slope 2.0 percent in any direction). The accessible parking sign is 56 inches high (required height range is 60-66 inches) and does not have a "van accessible" sign. • The ground is not level outside of the main entrance building (a level landing with maximum 2.0 percent slope in any direction is required). Recommendations • Add an accessible parking sign with a "van accessible" sign to the accessible parking space located at the park. Add a "no parking" sign to the access aisle. • Add a "van accessible" sign to the space at the front entrance and raise the existing sign to 60- 66 inches above the pavement. • Regrade the slope of the accessible space near the front entrance to a maximum slope of 2 percent in any direction. • Regrade the sidewalk outside of the entrance to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Fire Station Address: 250 Maryknoll Drive N, Stillwater, MN 55082 Year Built: 2014-2015 Findings Access Approaches and Entrances • The Fire Station access approaches consist of a shared surface lot on the eastern side of the building. There are 170 parking spaces. • There are 8 accessible parking spaces. • The farthest north access aisle is 2.1 percent (required maximum slope of 2.0 percent). • All 8 accessible parking signs are 72-75 inches exceeding the required height range of 60-66 inches. None of the access aisles have "no parking" signs. • The farthest east curb ramp has a cross slope of 2.5 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.1 percent (maximum landing slope of 2.0 in any direction). The curb ramp flares have a 14.9 percent slope (maximum slope of 10.0 percent). • The curb ramp for access to the parking ramp from the street has flares that are 16 percent, which is above the 10.0 percent maximum. • Both exterior and interior entrance doors take 15-16 pounds to open exceeding the 5-pound maximum force and 3-4 seconds to close, which is less than the minimum 5 seconds. Recommendations • Regrade the access aisle that's farthest north to a maximum slope of 2 percent in any direction. • Lower all accessible parking signs to a height of 60-66 inches from the pavement. • Add "no parking" signs to all access aisles. • Regrade the farthest east curb ramp to have a cross slope of a maximum of 2 percent. Regrade the landing to have a maximum slope of 2 percent in any direction. Replace the flares with ones that have a maximum slope of 10 percent. • Replace the flares of the curb ramp along the parking lot that provides access to the street with ones that have a maximum slope of 10 percent. • Replace door closers on the interior and exterior entrance door with closers that require at least 5 pounds to open and take at least 5 seconds to close. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Lily Lake Ice Arena Address: 1208 Greeley Street S, Stillwater, MN 55082 Year Built: Built prior to 1991 Findings Access Approaches and Entrances • The Lily Lake Ice Arena access approaches consist of a shared surface lot on the eastern side of the building. There are 62 parking spaces. • There are 6 accessible parking spaces. • There are no van accessible parking spaces. • The access aisles are blocked and are less than the minimum 8 feet wide. • Access aisles do not have "no parking" signs. • The accessible parking signs for the spaces near the ice arena are 57 inches, which is below the required height range of 60-66 inches. • There are no accessible parking signs for the spaces near the park. • The slope of the access aisle leading to the entrance of the ice arena is 3.4 percent (maximum 2 percent slope in any direction). • There is a 2-inch vertical discontinuity at the main entrance (maximum 0.5-inch vertical discontinuity). • The door requires 24 pounds to open (maximum 5 pounds) and takes only 4 seconds to close (minimum 5 seconds). Recommendations • Move or restripe parking spaces, so access aisles are not blocked and have at least 8 feet wide. • Add "no parking" signs to the access aisles. • Raise or install accessible parking signs to make sure that they are 60-66 inches above the pavement. • Regrade the parking access aisles to a maximum slope of 2 percent in any direction. • Remove the vertical discontinuity at the main entrance by reconstructing the threshold or regarding the parking lot access aisle. • Replace the door closer to require only 5 pounds to open and close in at least 5 seconds. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Library Address: 224 3rd Street N, Stillwater, MN 55082 Year Built: Built prior to 1991, Partial renovation in 2005-2006. Findings Access Approaches and Entrances • The library access approaches consist of a surface lot on the western side of the building and a ramp on the eastern side. There are 51 total parking spaces. • There are 4 accessible parking spaces. • The western parking lot has parking spaces and access aisles that range from 3.8-7.2 percent exceeding the maximum slope of 2 percent in any direction. • The parking sign does not have "van accessible" added and the access aisle does not have "no parking" indicated. • The eastern parking ramp does not have an 8-foot clear access space on the farthest accessible space. The slope of that farthest space access aisle is 2.2 percent (maximum slope of 2 percent in any direction). • All accessible parking signs in the ramp are 55 inches high (required height range of 60-66 inches) and do not have "van accessible" added. There are no "no parking" signs at access aisles. • The pavers at the west building entrance are crumbling, making the surface rough and unstable. • The access route has a cross slope of 3.1 percent (maximum slope of 2.0 percent). • The access route in the parking ramp has less than the minimum 32 inches of clearance at the pillar due to the placement of the cigarette disposal. • The western parking lot curb ramp has a cross slope of 3.3 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.9 percent (maximum landing slope of 2.0 percent in any direction). The eastern curb ramps were included in the Public Right -of -Way evaluation. • The curb ramp in the parking ramp does not have detectable warnings (truncated domes), and the running slope is 8.6 percent (maximum running slope of 8.3 percent). • The west entrance door is 30 inches wide (minimum width of 32 inches). The door takes 16 pounds of force to open (maximum force of 5 pounds). The push button was not operational at the time of evaluation. Recommendations • Regrade the western spaces to have a maximum slope of 2 percent in any direction. • Add "van accessible" to the accessible parking sign. • Add "no parking" painted onto the access aisle. • Regrade the farthest accessible parking space in the ramp to have a maximum slope of 2 percent in any direction. • Stripe an access aisle on the other side of the space (the pillars get in the way of the access aisle). • Raise all accessible parking signs in the ramp to a height of 60-66 inches above the pavement. • Add "van accessible" to spaces that have compliant access aisles. • Add "no parking" painted on access aisles. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Replace parking lot access aisle pavers (or replace with concrete). • Reconstruct the sidewalk leading to the entrance to have a cross slope of 2.0 percent or less. • Relocate the cigarette disposal to preserve at least 32 inches of clearance between the wall and pillar near the building entrance in the parking ramp. • Reconstruct the curb ramp in the western parking lot to reduce the cross slope and provide a level landing. • Reconstruct the curb ramp in the parking ramp to reduce the running slope and install truncated domes. • Provide a new doorframe and install a door with opening/closing mechanism. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Parking Ramp Address: 200 N 2nd Street, Stillwater, MN 55082 Year Built: 2008-2009 Findings Access Approaches and Entrances • The parking ramp has 271 parking spaces. There are 6 accessible parking spaces split between the first and fourth levels, which is below the minimum of seven accessible parking spaces. • On the 1st level o The closest space to the elevator has a slope of 2.1 percent (maximum slope of 2 percent). o The access aisle has a slope of 2.3 percent (maximum slope 2 percent in any direction). o All accessible parking signs are 51 and 54 inches high (required height range of 60-66 inches). • Accessible aisles do not have "no parking" signs. On the 4th level: o Both parking spaces exceed the 2 percent maximum at 2.5 percent. o The accessible parking signs are 26 and 24 inches high required height range of 60-66 inches. o The access isle does not have a "no parking" sign. o The elevator was not in operation at the time of evaluation, so the parking spaces are not closest to the accessible route. o The access route is not 36 inches wide to the doorway and the landing is 3.8 percent maximum slope of 2 percent). Recommendations • Add an additional accessible parking space to the ramp. • Raise or lower all accessible parking signs to 60-66 inches from the pavement. • Regrade both spaces on the 4th level to have a maximum slope of 2 percent in any direction. • Regrade the access aisle and the closest accessible space on the 1st level to have a maximum slope of 2 percent in any direction. • Fix the elevator and ensure that all aspects are accessible. • Add "no parking" signs to all access aisles. • Widen the access route on the 4th floor and regrade to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Works Address: 3325 Boutwell Road N, Stillwater, MN 55082 Year Built: 2000-2001 Findings Access Approaches and Entrances • The Public Works access approaches consist of a shared surface lot on the western side of the building as well as a few spots outside the main entrance. There are 27 parking spaces. There are 2 accessible parking spaces. • The accessible parking space near the sports field is lacking a parking sign and the access aisle is 5 feet wide (minimum 8 feet wide). The access aisle does not have a "no parking" sign. The accessible space near the front entrance has a slope of 3.9 percent (maximum slope 2.0 percent in any direction). The accessible parking sign is 56 inches high (required height range is 60-66 inches) and does not have a "van accessible" sign. • The ground is not level outside of the main entrance building (a level landing with maximum 2.0 percent slope in any direction is required). Recommendations • Add an accessible parking sign with a "van accessible" sign to the accessible parking space located at the park. Add a "no parking" sign to the access aisle. • Add a "van accessible" sign to the space at the front entrance and raise the existing sign to 60- 66 inches above the pavement. • Regrade the slope of the accessible space near the front entrance to a maximum slope of 2 percent in any direction. • Regrade the sidewalk outside of the entrance to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 St. Croix Valley Recreation Center Address: 1675 Market Drive, Stillwater, MN 55082 Year Built: 1997. Addition in 1999 and dome renovation in 2019. Findings Access Approaches and Entrances • The St. Croix Valley Recreation Center access approaches consist of a shared surface lot on the western side of the building. There are 256parking spaces. At the time of evaluation, the parking lot was under construction. Parking stall numbers were evaluated off of the plan for the reconstruction. Slopes and measurements were taken from existing four spaces on the northern side of the lot. • There are 14 accessible parking spaces provided. • The access aisles are less than the minimum 8 feet wide and are not designated with "no parking" signs. • There are no "van accessible" signs near spaces along access aisles. • The slope of all access aisles and parking spaces were exceed the maximum 2 percent slope in any direction. • All of the parking signs are 27-29 inches high (required height of 60-66 inches). • The cross slope of the exterior access route is 3.4 percent (maximum cross slope of 2 percent). • The curb ramp closest to the building has a cross slope of 4.3 percent (maximum cross slope of 2 percent), lacks a level landing, and has flares that are 14.1 percent (maximum slope of 10 percent). • The westernmost parking access aisle curb ramp has flares that are 10.2 percent (maximum slope of 10 percent). • The curb ramp landing that connects to the building entrance has a slope of 2.1 percent (maximum slope of 2 percent in any direction). • Entrances do not indicate which are accessible and how to access accessible entrances. Recommendations • Restripe the access aisles to 8 feet wide. • Add "no parking" signs to access aisles and "van accessible" signs to all van accessible spaces. • Raise all parking signs to 60-66 inches. • Regrade the slopes of all access aisles and spaces to a maximum slope of 2 percent in any direction. • Regrade the exterior access route to a maximum cross slope of 2 percent. • Reconstruct the curb ramp closest to the building to include the following improvements: regrade the cross slope to a maximum of 2 percent, add a level landing at the top of the ramp, and regrade the flares to a maximum slope of 10 percent. • Regrade the flares for the western curb ramp in the parking lot to have a maximum slope of 10 percent. • Regrade the landing at the building entrance ramp to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Add signs to all entrances to indicate if they are accessible. If they are not accessible, add signage to indicate how to get to accessible entrances. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 City Hall Address: 216 4th Street N, Stillwater, MN 55082 Year Built: 1965 (Renovation/addition in 1996-1997 and 2017-2019) Findings Access Approaches and Entrances • The City Hall access approaches consist of a shared surface lot on the southern side of the building as well as on -street parking on the eastern side of the building. There are 24 parking spaces in the parking lot. • There are 4 accessible parking spaces including a single on -street accessible parking space. • In the lot, the parking space closest to the building, the southernmost parking space and southernmost access aisle have slopes that are above the maximum slope of 2 percent in any direction. • All accessible parking signs are mounted at 77 inches (required height range of 60-66 inches). • The "no parking" signs at the access aisles block the accessible route. • The northern curb ramp has a running slope of 9.9 percent (maximum running slope is 8.3 percent) and a cross slope of 2.5 percent (maximum cross slope is 2 percent). The landing is too steep at 2.4 percent (2 percent maximum in any direction). • The southern curb ramp has a running slope of 8.4 percent (maximum running slope at 8.3 percent). • For the on -street parking, the accessible parking sign is 87 inches (required height range of 60- 66 inches). • A large piece of pavement is missing from the exterior walkway and presents a horizontal discontinuity exceeding the maximum 0.5-inch width. • The on -street curb ramp has a cross slope of 5.2 percent and the lip of the curb is 1-inch, which exceeds the maximum vertical discontinuity of 0.5 inch with bevel. • Trash cans located at parking lot entrance interfere with the required 18-inch pull space for the interior door. • The street entrance does not have a level landing outside of the door. • Both doors at the street entrance require 12 and 16 pounds to open, which is more than the maximum allowable force to open (5 pounds). Recommendations • Regrade the parking space closest to the building, the southernmost space, and the southernmost access aisle to have a slope no steeper than 2 percent in any direction. • Lower the signs to a height of 60-66 inches from the ground. • Move the "no parking" signs to the opposite side of the sidewalk, so it does not interfere with the path of travel. • Reconstruct the northern curb ramp in the parking lot to have a maximum slope of 8.3 percent and a maximum cross slope of 2 percent as well as a level landing with a maximum slope of 2 percent in any direction. • Reconstruct the southern curb ramp to have a maximum running slope of 8.3 percent. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Fire Station Address: 250 Maryknoll Drive N, Stillwater, MN 55082 Year Built: 2014-2015 Findings Access Approaches and Entrances • The Fire Station access approaches consist of a shared surface lot on the eastern side of the building. There are 170 parking spaces. • There are 8 accessible parking spaces. • The farthest north access aisle is 2.1 percent (required maximum slope of 2.0 percent). • All 8 accessible parking signs are 72-75 inches exceeding the required height range of 60-66 inches. None of the access aisles have "no parking" signs. • The farthest east curb ramp has a cross slope of 2.5 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.1 percent (maximum landing slope of 2.0 in any direction). The curb ramp flares have a 14.9 percent slope (maximum slope of 10.0 percent). • The curb ramp for access to the parking ramp from the street has flares that are 16 percent, which is above the 10.0 percent maximum. • Both exterior and interior entrance doors take 15-16 pounds to open exceeding the 5-pound maximum force and 3-4 seconds to close, which is less than the minimum 5 seconds. Recommendations • Regrade the access aisle that's farthest north to a maximum slope of 2 percent in any direction. • Lower all accessible parking signs to a height of 60-66 inches from the pavement. • Add "no parking" signs to all access aisles. • Regrade the farthest east curb ramp to have a cross slope of a maximum of 2 percent. Regrade the landing to have a maximum slope of 2 percent in any direction. Replace the flares with ones that have a maximum slope of 10 percent. • Replace the flares of the curb ramp along the parking lot that provides access to the street with ones that have a maximum slope of 10 percent. • Replace door closers on the interior and exterior entrance door with closers that require at least 5 pounds to open and take at least 5 seconds to close. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Lily Lake Ice Arena Address: 1208 Greeley Street S, Stillwater, MN 55082 Year Built: Built prior to 1991 Findings Access Approaches and Entrances • The Lily Lake Ice Arena access approaches consist of a shared surface lot on the eastern side of the building. There are 62 parking spaces. • There are 6 accessible parking spaces. • There are no van accessible parking spaces. • The access aisles are blocked and are less than the minimum 8 feet wide. • Access aisles do not have "no parking" signs. • The accessible parking signs for the spaces near the ice arena are 57 inches, which is below the required height range of 60-66 inches. • There are no accessible parking signs for the spaces near the park. • The slope of the access aisle leading to the entrance of the ice arena is 3.4 percent (maximum 2 percent slope in any direction). • There is a 2-inch vertical discontinuity at the main entrance (maximum 0.5-inch vertical discontinuity). • The door requires 24 pounds to open (maximum 5 pounds) and takes only 4 seconds to close (minimum 5 seconds). Recommendations • Move or restripe parking spaces, so access aisles are not blocked and have at least 8 feet wide. • Add "no parking" signs to the access aisles. • Raise or install accessible parking signs to make sure that they are 60-66 inches above the pavement. • Regrade the parking access aisles to a maximum slope of 2 percent in any direction. • Remove the vertical discontinuity at the main entrance by reconstructing the threshold or regarding the parking lot access aisle. • Replace the door closer to require only 5 pounds to open and close in at least 5 seconds. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 St. Croix Valley Recreation Center Address: 1675 Market Drive, Stillwater, MN 55082 Year Built: 1997. Addition in 1999 and dome renovation in 2019. Findings Access Approaches and Entrances • The St. Croix Valley Recreation Center access approaches consist of a shared surface lot on the western side of the building. There are 256parking spaces. At the time of evaluation, the parking lot was under construction. Parking stall numbers were evaluated off of the plan for the reconstruction. Slopes and measurements were taken from existing four spaces on the northern side of the lot. • There are 14 accessible parking spaces provided. • The access aisles are less than the minimum 8 feet wide and are not designated with "no parking" signs. • There are no "van accessible" signs near spaces along access aisles. • The slope of all access aisles and parking spaces were exceed the maximum 2 percent slope in any direction. • All of the parking signs are 27-29 inches high (required height of 60-66 inches). • The cross slope of the exterior access route is 3.4 percent (maximum cross slope of 2 percent). • The curb ramp closest to the building has a cross slope of 4.3 percent (maximum cross slope of 2 percent), lacks a level landing, and has flares that are 14.1 percent (maximum slope of 10 percent). • The westernmost parking access aisle curb ramp has flares that are 10.2 percent (maximum slope of 10 percent). • The curb ramp landing that connects to the building entrance has a slope of 2.1 percent (maximum slope of 2 percent in any direction). • Entrances do not indicate which are accessible and how to access accessible entrances. Recommendations • Restripe the access aisles to 8 feet wide. • Add "no parking" signs to access aisles and "van accessible" signs to all van accessible spaces. • Raise all parking signs to 60-66 inches. • Regrade the slopes of all access aisles and spaces to a maximum slope of 2 percent in any direction. • Regrade the exterior access route to a maximum cross slope of 2 percent. • Reconstruct the curb ramp closest to the building to include the following improvements: regrade the cross slope to a maximum of 2 percent, add a level landing at the top of the ramp, and regrade the flares to a maximum slope of 10 percent. • Regrade the flares for the western curb ramp in the parking lot to have a maximum slope of 10 percent. • Regrade the landing at the building entrance ramp to a maximum slope of 2 percent in any direction. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Add signs to all entrances to indicate if they are accessible. If they are not accessible, add signage to indicate how to get to accessible entrances. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Library Address: 224 3rd Street N, Stillwater, MN 55082 Year Built: Built prior to 1991, Partial renovation in 2005-2006. Findings Access Approaches and Entrances • The library access approaches consist of a surface lot on the western side of the building and a ramp on the eastern side. There are 51 total parking spaces. • There are 4 accessible parking spaces. • The western parking lot has parking spaces and access aisles that range from 3.8-7.2 percent exceeding the maximum slope of 2 percent in any direction. • The parking sign does not have "van accessible" added and the access aisle does not have "no parking" indicated. • The eastern parking ramp does not have an 8-foot clear access space on the farthest accessible space. The slope of that farthest space access aisle is 2.2 percent (maximum slope of 2 percent in any direction). • All accessible parking signs in the ramp are 55 inches high (required height range of 60-66 inches) and do not have "van accessible" added. There are no "no parking" signs at access aisles. • The pavers at the west building entrance are crumbling, making the surface rough and unstable. • The access route has a cross slope of 3.1 percent (maximum slope of 2.0 percent). • The access route in the parking ramp has less than the minimum 32 inches of clearance at the pillar due to the placement of the cigarette disposal. • The western parking lot curb ramp has a cross slope of 3.3 percent (maximum cross slope of 2.0 percent) and a landing slope of 3.9 percent (maximum landing slope of 2.0 percent in any direction). The eastern curb ramps were included in the Public Right -of -Way evaluation. • The curb ramp in the parking ramp does not have detectable warnings (truncated domes), and the running slope is 8.6 percent (maximum running slope of 8.3 percent). • The west entrance door is 30 inches wide (minimum width of 32 inches). The door takes 16 pounds of force to open (maximum force of 5 pounds). The push button was not operational at the time of evaluation. Recommendations • Regrade the western spaces to have a maximum slope of 2 percent in any direction. • Add "van accessible" to the accessible parking sign. • Add "no parking" painted onto the access aisle. • Regrade the farthest accessible parking space in the ramp to have a maximum slope of 2 percent in any direction. • Stripe an access aisle on the other side of the space (the pillars get in the way of the access aisle). • Raise all accessible parking signs in the ramp to a height of 60-66 inches above the pavement. • Add "van accessible" to spaces that have compliant access aisles. • Add "no parking" painted on access aisles. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 • Replace parking lot access aisle pavers (or replace with concrete). • Reconstruct the sidewalk leading to the entrance to have a cross slope of 2.0 percent or less. • Relocate the cigarette disposal to preserve at least 32 inches of clearance between the wall and pillar near the building entrance in the parking ramp. • Reconstruct the curb ramp in the western parking lot to reduce the cross slope and provide a level landing. • Reconstruct the curb ramp in the parking ramp to reduce the running slope and install truncated domes. • Provide a new doorframe and install a door with opening/closing mechanism. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary August 2019 Stillwater Public Works Address: 3325 Boutwell Road N, Stillwater, MN 55082 Year Built: 2000-2001 Findings Access Approaches and Entrances • The Public Works access approaches consist of a shared surface lot on the western side of the building as well as a few spots outside the main entrance. There are 27 parking spaces. There are 2 accessible parking spaces. • The accessible parking space near the sports field is lacking a parking sign and the access aisle is 5 feet wide (minimum 8 feet wide). The access aisle does not have a "no parking" sign. The accessible space near the front entrance has a slope of 3.9 percent (maximum slope 2.0 percent in any direction). The accessible parking sign is 56 inches high (required height range is 60-66 inches) and does not have a "van accessible" sign. • The ground is not level outside of the main entrance building (a level landing with maximum 2.0 percent slope in any direction is required). Recommendations • Add an accessible parking sign with a "van accessible" sign to the accessible parking space located at the park. Add a "no parking" sign to the access aisle. • Add a "van accessible" sign to the space at the front entrance and raise the existing sign to 60- 66 inches above the pavement. • Regrade the slope of the accessible space near the front entrance to a maximum slope of 2 percent in any direction. • Regrade the sidewalk outside of the entrance to a maximum slope of 2 percent in any direction. B-2: Public Buildings and Facilities Self -Evaluation Inventory Stillwater ADA Inventory - Public Buildings Self -Evaluation Inventory Table Updated August 2019 Building Approach and Entrance Parking Access Route Curb Ramps Ramps Entrance City Hall 24 Spaces plus on -street parking 4 Accessible (including on -street space) Slope of space closest to the building, right most access aisle, and right most space are too steep. All accessible parking signs are too high at 77-87". "No parking" signs at head of access aisles block access routes. Large missing piece of pavement near on -street entrance. Running slope of exterior access on street is 9.7% Street Curb ramp has a 5.2% cross slope. Lip of curb is 1". Left curb ramp in lot has running slope 9.9% and cross slope 2.5%. No level landing 2.4%. Right curb ramp in lot has running slope of 8.4% N/A Trash can interferes with 18" pull space on parking lot interior door. Street entrance does not have a level landing ouside. Both doors at street entrance are too heavy ranging from 12-17 pounds to open. Fire Station 170 Spaces split between front entrance and sports fields 8 accessible spaces When looking at the building, the farthest right access aisle is too steep at 2.1%. All 8 signs are too high at 72-75". None of the access aisles have "no parking" signs. Compliant The curb ramp closest to the street has a cross slope of 2.45. It also has no landing at 3.1% slope. The flares are 14.9%. The curb ramp foraccess to the parking lot from the street has too steep of flares at 16%. N/A Both the interior and exterior entrance doors take 15-16 pounds to open and take 3-4 seconds to close. Lily Lake Ice Arena 62 Spaces 6 Accessible No van accessible spots. Access aisles do not have a "no parking" sign. Access aisles are blocked and not 8-feet wide. Signs for spaces near building are too short at 57". No signs present at spaces near park. Slope of access aisle leading to front door is 3.4% Compliant N/A N/A A 2" gap at door entrance. Door requires 24 Ibs to open. 4 seconds to close. Public Works Facility 27 Spaces split between front entrance and sports fields 2 accessible spaces The accessible space near the sports fields is lacking a parking sign. The access aisle is too narrow at 5 feet. No "no parking" sign at access aisle. The accessible space near the front entrance has too steep a slope at 3.9%. The sign is too low at 56" and does not have "van accessible" sign Compliant N/A N/A Ground is not level outside of entrance at 2.9% St. Croix Valley Recreation Center 256 Spaces 14 Accessible Spaces evaluated on in July 2019. This does not reflect design of new spaces under construction. Van access aisles are not 8 feet wide and do not have "no parking" signs. No "van accessible" signs. Slope of all access aisles and spaces are too steep. Signs are too low at 27-29" Cross slope of exterior access route is 3.4% Curb ramp closest to the building has 4.3% cross slope, no landing, and flares at 14.1% First curb ramp to the front entrance has flares at 10.2%. Curb ramp to connect to building entrance has no level landing at 2.1% N/A Non -accessible entrances do not indicate accessible route to accessible entrances. Stillwater Parking Ramp 271 Spaces total in the ramp. 6 accessible spaces total split between first and fourth floors. Seven spaces needed. On the 4th floor, both of the spaces are too steep at 2.5%. The signs are too short at 26 and 24 inches. There is not a "no parking" sign on the access aisle. The elevator was out of operation at the time of evaluation so the spaces are not closest to the acessible route. On the 1st floor, the closest space to the door has a slope of 2.1% and the access aisle in the second row has a slope of 2.3%. All of the signs are too low at 51 or 54 inches. There are no "no parking" signs at the three access aisles. The access route is not 36" wide on the 4th floor. The cross slope of the acess route is 3.8% N/A N/A N/A Stillwater Public Library 51 Spaces split between a small parking lot on the west side and a ramp on the east side. 4 accessible spaces total. The western parking lot has spaces and aisles that are too steep from 3.8-7.2%. The parking sign does not have "van accessible" added and the access aisle does not have a "no parking" sign. The easterns lot does not have a clear 8" access aisle at the farthest accessible space. The slope of the farthest access aisle is too steep at 2.2%. All of the signs are too short at 55 inches and do not have "van accessible" added to them. There are no "no parking" signs at access aisles. Western entrance is made of brick and is crumbling. The slope of the access route is too steep at 3.1%. The parkingrampsidewalk is inched to less than 32" at p the pillar due to the cigarette disposal. The eastern entrance is compliant. The western parking lot curb ramp has a cross slope of 3.3% and no level landing at 3.9% The eastern ramp curb ramps are not evaluated as part of this evaluation. They are included in the Right of Wayevaluation. g The parking ramp curb ramp does not have any truncated domes. The running slope of the curb ramp is 8.6%. N A / The western entrance door has only 30" side to side of the door.The door takes 16 pounds to open. The western entrance push button was broken at the time of evaluation. The eastern door and the parking ramp door are compliant. Stillwater ADA - Public Buildings Self -Evaluation Inventory Tables Updated August 2019 City Hall Fire Station Lily Lake Ice Arena Public Works Facility St. Croix Valley Recreation Center Stillwater Parking Ramp Stillwater Public Library Points Earned Out of Points Earned Out of Points Earned Out of Points Earned Out of Points Earned Out of Points Earned Out of Points Earned Out of Parking 17 25 39 52 16 31 11 19 7 22 25 39 20 35 Access Route 6 8 4 4 4 4 4 4 3 4 6 8 9 12 Curb Ramps 10 17 33 37 0 0 0 0 15 20 0 0 10 14 Ramps 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entrance 38 44 18 22 8 11 19 20 20 22 0 0 30 32 TOTAL 71 94 94 115 28 46 34 43 45 68 31 47 69 93 PERCENT COMPLIANT 76% 82% 61% 79% 66% 66% 74% TOTAL PERCENT COMPLIANT OF ALL BUILDINGS Total compliance points Earned 372 Total allowable compliance points 506 Percent compliant of all buildings 74% B-3: Right -of -Way Self -Evaluation Inventory Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 OBJECT ID (Matches GIS) If walk/trail crosses curb, is there a curb ramp? p• What is the running slope of the curb ramp? p• Running slope <= 8 3/? What is the cross slope of the curb ramp?flares, Cross slope, excluding <= 2%? Curb ramp, excluding flares, at least 48in wide? Landing >= 48in sq with cross slope <2% anydir? Curb ramp flares slopes <= 10%? Detectable warnings full width of the curb ramp?good p• Approx 75% of truncated domes in condition? Truncated domes contrast w\ adjacent surfaces? Curb Ramp overall condition? Notes What is the max landing slope? Are there no gaps in elevation or distance between concrete panels >1.5? Compliant (1 = compliant) 136 Yes 10.65% No 10.5 No Yes No No Fair No landing, No domes NA No 0 137 Yes 6.7 Yes 6.5 No Yes N/A No Yes Yes Fair Domes 2ft wide NA No 0 138 Yes 6.8 Yes 2.95 No Yes Yes No Yes Yes Good 4.5 Yes 0 139 Yes 6.1 Yes 3.55 No Yes No No Good No domes 7.3 No 0 140 Yes 2.05 Yes . , Yes N Yes . • Good No domes 3.33 No 0 141 Yes 3.65 Yes 0.95 Yes Yes N Yes Yes Yes Yes Good 2.95 Yes 0 142 Yes 4.45 Yes 1.3 Yes Yes No Yes Yes Yes Yes Fair 6.85 Yes 0 143 Yes .75 Yes .5 Yes Yes Yes Yes Yes Yes Yes Good 1.1 No 1 144 Yes 1.8 Yes 1.35 Yes Yes Yes Yes Yes Yes Yes Good 1.35 No 1 145 Yes 6.7 Yes 4.7 No Yes Yes Good Entrance of driveway 2.35 Yes 0 No 146 Yes 3.8 Yes 2.95 No Yes Yes N/A N/A N/A Good Driveway Entrance 2.75 Yes 0 147 Yes 6.7 Yes 7.25 No dill Yes - N/A N/A N/A Fair Driveway entrance 2.25 No 0 148 Yes 9.5 No 14.2 Yes Yes No No N/A N/A N/A _ Driveway entrance 7.3 Yes 0 151 Yes 4.1 Yes 3.8 No Yes Yes No 41 N/A N/A N/A Good Driveway Entrance 1.3 No 0 152 Yes 12.35 No .5 Yes Yes No No N/A N/A N/A Good Driveway 7.3 No 0 153 Yes 2.5 Yes 8.8 No Yes No No N/A N/A N/A Good Driveway 6.4 No 0 154 Yes I. 24.5 No 7.4 No I Yes No No Good 17.5 No 0 155 Yes 5.7 Yes 3.9 No Yes No No N/A N/A N/A Fair Driveway 14.2 No 0 156 Yes 30.3 No 2.75 it No No No N/A N/A N/A Good Driveway, obstruction 19.5 No 0 157 Yes 12.95 I No 11.3 Yes Yes No No Yes Yes Yes Good 11.5 Yes 0 158 Yes 12.7 No .25 Yes Yes 1• 1• Yes Yes Yes Good 10.35 Yes 0 159 Yes 8 Yes .3 Yes Yes Yes Yes Yes Yes Good 5.15 Yes 0 160 Yes .5 Yes Yes N/A Yes Yes Yes Yes Good No landing Yes 0 161 Yes N. 10.5 No 6.2 o Yes N/A N/A N/A • • • Driveway 8.5 No 0 162 Yes .4 Yes 4.35 No Yes No No N/A N/A N/A Fair Driveway 4.15 No 0 165 Yes Illb. 10.95 No 6.35 No No No - Fair 5.05 No 0 166 Yes 7.6 Yes • k . Yes No No N/A N/A N/A Good Driveway 2.95 No 0 167 Yes 7.5 Yes Yes No No N/A N/A N/A Good Driveway 2.15 Yes 0 168 Yes 1.45 Yes Yes No No N/A N/A N/A Good Driveway 2.15 No 0 169 Yes 6.95 Yes .95 Yes Yes No No N/A N/A N/A Good Driveway 3.4 No 0 170 Yes 3.05 Yes 1 Yes Yes No - Yes Yes Good 4.5 No 0 171 Yes 6.7 Yes 0.25 Yes Yes Yes No Yes Yes Yes Good 1.9 No 0 172 Yes 10.05 No 2.4 Yes No No No Good No domes 3.8 No 0 173 Yes 8.7 .25 Yes Yes No Yes Yes Yes Yes Good 2.95 Yes 0 174 Yes 4.25 Yes V "'^ No No ^'^ ^'^ _ i^^• No domes 2.4 No 0 175 Yes 4.6 Yes 9.15 No IIV Yes No No N/A N/A N/A Fair Driveway 3.05 Yes 0 176 Yes 4.8 Yes No Yes No No No No N/A N/A N/A N/A N/A N/A Fair Good Driveway Driveway 9.8 2.25 Yes Yes 0 0 177 Yes 6 Yes No Yes 178 Yes 9 1. 1.8 Yes Yes No N/A N/A N/A Good Driveway 3.05 Yes 0 179 Yes 7.85 Yes 1 Yes Yes No Yes Yes Yes Yes Good 5.15 Yes 0 180 Yes 8.65 No 7.4 No Yes No N/A N/A N/A Good Driveway 3.9 No 0 181 Yes 5.2 Yes No Yes No N/A N/A N/A WPM Driveway 6.9 No 0 182 Yes 8.8 No .6 Yes Yes No No Yes Yes Yes Good 10.15 No 0 183 Yes 9.15 No 3.75 No Yes No No N/A N/A N/A P Driveway 4.45 No 0 184 Yes 9.6 No 7.75 Yes No No N/A N/A N/A Poo Driveway 5.2 No 0 185 Yes o 5.85 Yes No No N/A N/A N/A Good Driveway 4.1 Yes 0 186 Yes lir V- 6.1 Yes No No N/A N/A N/A Good Driveway 4 Yes 0 187 Yes 5.15 Yes 6 Yes No No N/A N/A N/A Good Driveway 3.3 No 0 188 Yes 8.3 Yes 1.45 Yes Yes No Yes No Yes Yes Good 2.35 Yes 0 189 Yes 4.1 Yes 1.8 Yes Yes No Yes No id Yes Yes Good 3.65 No 0 190 Yes 0.15 Yes .05 Yes No No Yes Yes Yes Good 3.9 Yes 0 191 Yes 2 Yes 0.5 o N/A No N/A N/A N/A Fair Driveway NA Yes 0 192 Yes 10.4 Yes o N/A No N/A N/A N/A Fair Driveway NA No 0 1 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 204 Yes 11.65 No 3.55 o No Yes Yes Yes Fair 6.25 No 0 205 Yes 3.55 Yes Yes Yes Fair 5.75 No 0 206 Yes 7.85 Yes 1.3 Yes Yes Yes Yes Yes Yes Yes Good 1 Yes 1 207 Yes 6.35 Yes .4 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 208 Yes 7.05 Yes No Yes Yes Yes Yes Yes Good 4.35 Yes 0 209 Yes 4.25 Yes .65 Yes Yes N/A Yes Yes Yes Good NA Yes 0 210 Yes No 1.55 Yes Yes Yes Yes Yes Yes Good 2.85 No 0 211 Yes 0.15 No 4.35 No Yes N/A Yes Yes Yes Fair NA No 0 212 Yes 12.5 No 5.05 No Yes N/A Yes Yes Yes Good NA No 0 213 Yes 6 Yes No Yes N/A Yes Yes Yes Yes Good NA Yes 0 214 Yes 8.65 No 3.3 No Yes N/A Yes Yes Yes Yes Good NA No 0 215 Yes 12.45 No 6.2 No Yes N/A Yes Yes Yes Good NA Yes 0 217 Yes 9.85 p No II 8.35 IIIii No No N/A No Fair NA No 0 226 Yes 10.3 No 2.15 No Yes Yes No No Fair 3.4 No 0 227 Yes 6.2 Yes .4 Yes Yes Yes No Yes Yes Good 7.95 Yes 0 228 Yes • 5 i • 1.45 Yes No No No Fair 2.7 No 0 229 Yes 8.1 Yes No No Yes No ■ No Fair 4.1 No 0 230 Yes 7.7 Yes .3 Yes Yes Yes Yes Yes Yes Yes Good 1.8 Yes 1 231 Yes 4 Yes 2 Yes Yes No i No , Good 2.25 Yes 0 310 Yes 2.35 Yes 1.35 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 311 Yes 2.95 Yes 23.35 No Yes N/AIIII Yes Yes Yes Good 33% slope sidewalk in picture NA Yes 0 312 Yes 5 No 3.4 No Yes N/A N/A N/A N/A Good Driveway NA Yes 0 313 Yes 25.65 No 2.75 No Yes N/A N/A N/A N/A Good Driveway NA Yes 0 314 Yes 1.2 Yes 9.25 No Yes N/A Yes Yes Yes Yes Good Obstruction on one side NA Yes 0 315 Yes 7.65 Yes 2.35 No Yes Yes Yes Yes Yes Good 3.3 Yes 0 316 Yes 5.65 Yes 3.4 No Yes Yes Yes Yes Yes Good 2.7 Yes 0 317 Yes 4i1LL .85 Yes Yes Yes N/A N/A N/A Good Driveway 1.55 Yes 0 323 Yes 5.05 Yes .1 No Yes N/A Yes Yes Yes Good NA Yes 0 324 Yes 7.25 Yes 1.1 Yes Yes Yes Yes Yes Yes Good 2.35 Yes 0 325 Yes 5.15 Yes 9.1 No Yes N/A Yes Yes Yes Yes Good NA Yes 0 326 Yes 1 Yes 17.8 No Yes N. Yes Yes Good 12 No 0 327 Yes 4.15 Yes 27.5 No Yes N/A No A Yes Yes Poor NA No 0 332 Yes o 4.25 No Yes Yes No Yes Yes Yes Good 1.8 No 0 333 Yes 3.7 Yes 7.8 No No No Yes Yes Yes ■ Poor . 11.65 No 0 334 Yes 1.9 Yes li 2.35 No Yes No No N/A N/A N/A Good Driveway 2.25 No 0 335 Yes 6.55 Yes 2.7 No Yes No N/A N/A N/A Good Driveway 3.9 Yes 0 336 Yes 4 No 1 Yes No Yes Yes Yes Yes 5.2 0 337 Yes 1.5 Yes 3.65 No Yes No N/A N/A N/A Good Driveway 3.05 No 0 338 Yes 8.7 No 1.3 Yes Yes No Yes Yes Yes Good 4.8 Yes 0 339 Yes 3.8 Yes 3.4 No Yes No Yes Yes Yes Yes Good 2.5 Yes 0 340 Yes 7.95 Yes L2.4 No No Yes Yes Yes Good 6 Yes 0 341 Yes 8 Yes 4 No Yes N/A Yes Yes Good NA Yes 0 411 Yes 7.15 Yes 1.8 Yes Yes No No Yes Yes Fair 3.2 No 0 412 Yes 12.6 4.45 No Yes No No Yes Yes Fair 4 Yes 0 413 Yes 5.3 Yes 8 Yes No Yes No Yes Yes Good 5.05 Yes 0 414 Yes 4 Yes .25 Yes Yes No Yes No Yes Yes Good 3.05 Yes 0 415 Yes 15.2 - No 1.2 Yes Yes N Yes Yes Yes Fair 16.25 No 0 416 Yes 6.45 Yes 15.8 Yes No Yes N. Yes Yes Fair 16.25 Yes 0 417 Yes iL. 8.7 No 1 Yes Yes - Yes No Yes Yes Fair 2.95 Yes 0 418 Yes 2 Yes 2.45 No Yes Yes No Yes Yes Fair 2.95 Yes 0 419 Yes 19.15 No 2.7 No Yes N/A Yes No Yes Yes Good NA Yes 0 420 Yes 4.35 Yes 17.5 No Yes N/A No Yes Yes Good NA Yes 0 421 Yes pa 16.9 No 5.3 No Yes Yes No Yes Yes Fair 3.55 No 0 422 Yes 7.4 Yes .25 Yes Yes • Yes No Yes Yes Good 3.8 Yes 0 423 Yes 1.2 Yes 2.5 No Yes No No Yes Yes Fair 2.05 No 0 424 Yes 12.25 No 1.65 Yes Yes No No Yes Yes Fair 4.45 No 0 425 426 Yes Yes No 4.35 Yes Yes Yes Yes Yes No No Yes Yes Yes Yes Fair Fair 5.4 1.8 No Yes 0 0 6.55 Yes 427 Yes 5.5 Yes Yes Yes No Yes Yes Fair 6.2 Yes 0 428 Yes 14.2 No 4.95 Yes N/A . No Yes Yes Fair NA Yes 0 429 Yes 22.05 No 11.3 Yes Yes N/A Yes Yes Yes •. NA No 0 430 Yes 17.35 No 12.25 Yes Yes N/A Yes Yes Yes NA No 0 2 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 431 Yes .85 Yes 10.75III Yes No Yes Yes Fair 9.15 Yes 0 432 Yes 18.15 No 4 Yes Yes No Yes Yes Fair 9.15 Yes 0 433 Yes 14.45 No 9 Yes N/A Yes No Yes Yes Good NA Yes 0 434 Yes 11.35 No 11.9 Yes Yes N/A Yes No Yes Yes Good NA Yes 0 435 Yes 1.3 Yes Yes No Yes 1 • Yes Yes Good 5.85 Yes 0 436 Yes No 1.55 Yes Yes No =F Yes Yes Good 5.85 Yes 0 437 Yes 2.75 Yes No No N/A N/A N/A Good Driveway 2.85 Yes 0 438 Yes 3.8 Yes 1.9 Yes Yes No No 4 N/A N/A N/A Good Driveway 3.45 Yes 0 439 Yes 3.8 Yes .4 Yes Yes No No N/A N/A N/A Good Driveway 4.15 Yes 0 440 Yes 3 Yes .05 Yes Yes No No Yes Yes Good 3.05 Yes 0 465 Yes 8.65 - No 6.95 Yes No No Yes Yes Yes Good 7.4 Yes 0 466 Yes 7.6 Yes Yes Yes Yes Yes Good 3.3 Yes 0 467 Yes 9.35 No 8.2 ill Yes N/A Yes Yes Yes Yes Good NA Yes 0 468 Yes ii 10.5 No 1 11.35 Yes Yes N/A Yes Yes Yes Good NA Yes 0 469 Yes 9.95 No 1.65 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 0 470 Yes .65 No 12.7 No Yes N/A Yes Yes Yes Good Stairs NA Yes 0 471 Yes in 12.15 No 4.15 No Yes N/A No Yes Yes Yes Good NA Yes 0 472 Yes 1.2 Yes 12.1 No 1 Yes N/A No Yes Yes Yes Good NA Yes 0 473 Yes 6.25 Yes 11 No Yes N/A No Yes Yes Yes Good NA Yes 0 474 Yes 7.25 Yes .95 No Yes No 11 Yes Yes Yes Good 5.9 Yes 0 475 Yes 8.2 Yes No i N/A No N/A N/A N/A Good Driveway NA No 0 476 Yes 10.4 4.8 No Yes No Yes Yes Yes Good 4.6 Yes 0 477 Yes 1.7 Yes 1.65 Yes Yes N/A Yes Yes Yes Fair NA Yes 0 478 Yes 2.6 No Yes N/A Yes Yes Fair NA No 0 479 Yes 6.9 Yes .5 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 480 Yes 6.8 Yes Yes N/A Yes Yes Yes Good NA Yes 0 481 Yes 7.05 Yes Yes Yes Yes Yes Yes Good 4.6 Yes 0 482 Yes .4 ,o 5.85 Yes N/A I Yes Yes Yes Good NA Yes 0 483 Yes 1.8 Yes 1.35 Yes Yes N/A Yes No Yes Yes Good NA Yes 0 484 Yes 3.15 Yes .65 Yes Yes Yes Yes Yes Yes Yes Fair 2 Yes 1 485 Yeses Mk .65 Yes Yes Yes Yes No Yes Yes Good 2 Yes 0 486 Yes 6.2 Yes 1 Yes Yes No No man holle in PAR 2.7 No 0 487 Yes 12.45 No 2.35 Yes N/A No Fair NA No 0 488 Yes 8 Yes 1.65 Yes Yes N/A Yes No Yes Yes Fair NA Yes 0 489 Yes ` 8.8 .75 Yes Yes N/A Yes No Yes Yes Good Vegetation NA Yes 0 490 Yes 8.3 .1=1.o Yes Yes N/A Yes Yes Yes Yes Good NA Yes 0 491 Yes 3.45 Yes No Yes N/A Yes Yes Yes Yes Good NA Yes 0 492 Yes 4.1 Yes No Yes Yes Yes Yes Good 3.8 Yes 0 493 Yes 6.35 No Yes N/A Yes Yes Yes Good NA No 0 494 Yes 1 s ni 2.5 No Yes N/A Yes Yes Yes Good NA Yes 0 495 Yes 4.25 Yes 6.45 No Yes N/A Yes Yes Yes Good NA Yes 0 496 Yes 1.9 Yes 7.05 No Yes N/A Yes Yes Yes Good NA Yes 0 497 Yes 1.35 Yes 6.95 No Yes N/A Yes Yes Yes Yes Good NA Yes 0 498 Yes 7.85 Yes 2.85 No Yes Yes Yes Good 5.4 Yes 0 499 Yes 3.65 Yes •No Yes N/A Yes Yes Yes Yes NA No 0 500 Yes 1.1 Yes 1.55 Yes Yes Yes Yes Yes Yes Fair 3.45 Yes 0 501 Yes 2.35 No Yes N/A Yes Yes Yes Good NA Yes 0 502 Yes 6.1 Yes 1.8 Yes Yes Yes Yes Yes Yes Fair 3.65 No 0 503 Yes 8.8 5.2 No Yes Yes No Yes Yes Good 4.8 Yes 0 504 Yes 6.55 Yes .75 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 505 Yes 2.5 Yes .85 No Yes N/A Yes No Yes Yes Good 5.2 Yes 0 506 Yes "1110 7.85 No Yes No Yes Yes Good 9.8 Yes 0 507 Yes 12.45 No 2.6 No Yes N No Good 5.75 No 0 508 Yes 2.15 Yes 4.5 No Yes No Yes No No Fair 2.75 No 0 509 Yes 9.45 No 2.35 No Yes Yes No Yes Yes Good 2.5 No 0 510 Yes 3.9 Yes 2.15 No Yes N/A Yes No Yes Yes Fair 2.75 No 0 511 Yes 6.5 Yes 3.2 No Yes No Yes No No iipNo 7.3 No 0 512 Yes No 2.5 No Yes No No No Fair 7 No 0 513 Yes 8 Yes Yes Yes No No N Fair 3.3 No 0 514 Yes 2.75 Yes .25 Yes Yes Yes No No Good 2.5 Yes 0 515 Yes 2.5 Yes .25 Yes Yes N/A Yes No Yes Yes Good NA Yes 0 516 Yes 5.5 Yes .25 Yes Yes Yes No No No lirPoor 4 No 0 517 Yes 6.2 Yes 1.1 Yes Yes Yes No No No Poor 3.05 No 0 518 Yes .5 Yes 2 Yes Yes Yes • No No Poor 2.05 No 0 3 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 519 Yes 17 No 6.7 No Yes No No No Poor . 4.5 No 0 520 Yes 1.2 Yes 2.5 No Yes Yes No No Yes Yes Good 1 Yes 0 521 Yes 9.5 No 3.8 No Yes No No Yes Yes Good 4.85 Yes 0 522 3.05 Yes 2.4 No Yes Yes Yes No No Fair 1 No 0 523 Yes 1.35 Yes p 2.75 No ii Yes No Yes 1 • No 1 Fair 3.55 No 0 524 Yes .95 Yes 4.95 No Yes No Yes Yes Yes Fair 4.25 Yes 0 525 Yes 9.1 No 1.1 Yes Yes No Yes Yes Yes Fair 4.5 Yes 0 526 Yes 3.1 Yes 6.45 No Yes No Yes Yes Yes Fair 11 Yes 0 527 Yes 5 No 4.45 No Yes Yes Yes Yes Yes Fair 11 Yes 0 528 Yes 7.05 Yes 4.5 No Yes Yes Yes Yes Yes Good 3.3 Yes 0 529 Yes 9.35 No 5.9 No N/A Yes Yes Yes Fair NA Yes 0 530 Yes 8.7 No 4.35 No N/A Yes Yes Yes Yes Good NA Yes 0 531 Yes 6.1 Yes 4L AirYes Yes N/A Yes Yes Yes Good NA Yes 0 532 Yes 9.1 No .65 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 0 533 Yes 8.8 No 11.35 Yes Yes N/A Yes Yes Yes Good NA Yes 0 534 Yes 7.5 Yes 1.45 Yes N/A No Yes Yes Yes Fair NA No 0 535 Yes 10.15 No 1 Yes Yes N/A No ,. Yes Yes Fair NA Yes 0 536 Yes 8.65 No 3.65 Yes N/A No No Yes Yes Poor NA Yes 0 537 Yes - No 1.4 Yes Yes N/A No Yes Yes Yes Fair man holle in front of curb ramp NA Yes 0 538 Yes 5.4 Yes .05 Yes N/A Yes No Yes Yes NA Yes 0 539 Yes No 5 Yes N/A No No 1 Yes Yes Good NA Yes 0 540 Yes 4.85 Yes .5 Yes Yes Yes Yes No Yes Yes Fair 2 Yes 0 541 Yes 2 Yes .3 No Yes Yes No Yes Yes Yes Good 1.9 Yes 0 542 Yes 3.3 Yes .4 No Yes No Yes Yes Yes Good .25 Yes 0 559 Yes 4.8 Yes .3 No Yes No No No Fair 3.9 Yes 0 560 Yes . .6 Yes Yes N/A Yes No No Fair 3.65 No 0 561 Yes .85 Yes Yes No Yes Yes Yes Fair 3.45 Yes 0 562 Yes 4.1 Yes 3.2 No Yes Yes No = No II Fair 4.15 Yes 0 590 Yes 7.15 Yes 3.1 No Yes Yes Yes Yes Yes Fair 9.7 Yes 0 591 592 Yes Yes 8.35 4.7 Yes 3.4 1 Yes Yes Yes No No 11.1rAll 2.6 No 0 No No No 6.9 No 0 593 Yes 3.1 Yes .5 Yes Yes Yes No No Yes Yes Good 1.9 Yes 0 594 Yes 3.2 Yes .15 Yes Yes N/A No No Yes Yes Good 2 Yes 0 595 Yes 6.95 Yes Yes No No Yes Yes Good 2 Yes 0 596 Yes 7.95 Yes 1.7 Yes Yes Yes No Fair 2 Yes 0 598 Yes .65 Yes Yes Yes No No No Fair 3.65 Yes 0 598 Yes 2.4. 15 Yes Yes �o Yes No No No Good 4.5 Yes 0 599 Yes 5.9 Yes Yes Yes Yes No No No Fair 1.35 Yes 0 600 Yes 19.5 No 3.4 Yes No No No No IMP! 2.6 0 601 Yes 10.5 No 4 3.3 Yes No Yes No No No Good 3.2 Yes 0 602 Yes 7.65 Yes 1.2 Yes Yes No Yes No No No Fair 2.5 Yes 0 603 Yes 6.1 Yes 2 Yes Yes Yes No Yes Yes Good 3.4 Yes 0 604 Yes 4.45 Yes 1.45 Yes Yes Yes No No No 2.7 No 0 605 Yes 4.45 Yes 1.8 Yes Yes Yes Yes No No No Fair .75 Yes 0 606 Yes 5.65 Yes Yes No Yes No No No "MN 5.65 Yes 0 607 Yes 3.75IIP Yes N• Yes No No No Fair 3.9 No 0 608 1 Yes 2.75 4111 Yes N Yes No No No Poor 5.4 No 0 609 Yes 6.95 Yes .95 Yes Yes N Yes No No No P 3.4 No 0 610 Yes 12.7 2 Yes Yes N No No No Good 2.25 Yes 0 611 Yes 7.15 Yes 4.25 Al... N No ^'^ Fair 2.25 No 0 612 Yes 5.75 Yes 2.6 ■ Yes N Yes No Yes Yes Good NA Yes 0 613 Yes 11.55 .65 Yes Yes N Yes No Yes Yes Good 4.85 Yes 0 614 Yes 9 R Nn .6 Yes Yes N No Yes Yes Good 3.55 Yes 0 615 Yes 6.45 Yes _ Yes Yes ■ Yes Yes Yes Good 1 Yes 0 616 Yes 6.3 Yes .3 Yes Yes No Yes No 2.7 No 0 617 Yes 3.4 Yes No Yes No No Fair 4 Yes 0 618 Yes 1 Yes - N/A N/A N/A N/A Fair Driveway NA No 0 619 Yes 1 Yes N/A N/A N/A Good Driveway 4.8 Yes 0 620 Yes 8.3 Yes 1.65 Yes Yes Yes No No Good 2.95 Yes 0 621 Yes 1.3 Yes Yes Yes No No N. Fair 5.05 Yes 0 622 Yes 2.85 Yes Yes Yes No No No Fair 4.35 Yes 0 623 Yes 8 Yes 2.6 1111 Yes Yes No No No Fair 2 Yes 0 624 Yes 5.5 _ Yes Yes No No Fair 4.3 No 0 4 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 625 Yes 9.35 No 3.9 Yes 111.111 Yes No No No Fair 4.5 No 0 626 Yes No 3.7 Yes N/A Yes No No No Good NA Yes 0 627 Yes No 1.9 Yes Yes .1E No No No Good 5.2 Yes 0 628 Yes 5.5 Yes Yes No Yes No Yes Good 5.5 Yes 0 629 Yes 1 No -.9 Yes No Yes Yes Yes Yes Good 4.25 Yes 0 630 Yes 7.75 Yes 1.45 Yes Yes N Yes Yes Yes Yes Good 2.85 Yes 0 631 Yes 4.45 Yes 2.75 Yes N Yes No No Fair 5.5 Yes 0 632 Yes off 9.8 No 4.6 No Yes Yes No No No Good 3.3 No 0 633 Yes 8.3 Yes 3.4 No Yes No No No Good 4.15 Yes 0 634 Yes .5 No .4 Yes Yes Yes Yes No No No Fair 2 No 0 635 Yes 2.75 Yes 2.85 No Yes N/A No No No Good NA Yes 0 636 Yes 11.55 No 6 No No No No No Fair 9 Yes 0 637 Yes 8.65 - .m.LVo 2.35 No Yes No Yes No No No Good 9 Yes 0 638 Yes 8 Yes .5 Yes Yes No Yes No No No Good 5.55 Yes 0 639 Yes 1.2 Yes 1.1 Yes Yes No Yes No No No Good 2.6 Yes 0 640 Yes - 6 No Yes No No No No Fair 2.95 Yes 0 641 Yes 5.75 Yes .- No Yes No Yes No No No Fair 5.75 Yes 0 642 .3 Yes 5.15 No Yes No Yes No No No Pod 3.65 No 0 643 Yes 6.25 Yes 8.55 No Yes No No No No P NA No 0 644 Yes 5.2 Yes 3.4 o Yes No Yes No No No Fair 6.25 No 0 645 Yes 5.05 Yes 1. No No No No Poor 4 Yes 0 646 Yes 14 Yes No No No No No Poor 4 No 0 647 Yes .5 Yes Yes No Yes No No No Poor 4.7 No 0 648 649 Yes Yes 9.35 No 3.45 1 Yes Yes N. Yes Yes Yes Good Good 3.3 NA No Yes 0 1 8.3 Yes Yes Yes 650 Yes Elk 11.45 No 1.8 Yes Yes Yes Yes Yes Good 2.25 Yes 0 651 Yes 4.25 Yes 0.4 Yes Yes No Yes Yes Yes Good 3.05 Yes 0 652 Yes 10.65 No 2.6 Yes N/A Yes Yes Yes Yes Good NA Yes 0 653 Yes 2.75 Yes Yes Yes No Yes Yes Good 4.45 Yes 0 654 Yes 1" No 8.8 Yes o No Good 7.5 Yes 0 655 Yes 4.5 Yes 1 Yes Yes Yes No Yes Yes Good NA Yes 0 656 Yes 6.45 Yes 0.5 Yes Yes N/A Yes No Yes Yes Fair NA Yes 0 657 Yes 11111.14.85 2.25 No No • No Nolip-Fair 2.25 No 0 658 Yes 1.1 Yes No Yes Yes No No N. Fair 2.25 No 0 659 Yes 1 Yes 3.75 No Yes Yes No No No Fair 2.05 No 0 660 Yes o 2.05 No Yes No No No 2.25 No 0 661 Yes 6.25 Yes .9 Yes N/A Yes No No No Fair NA No 0 664 Yes 7.5 Yes .75 Yes Yes Yes No No No Fair 6.25 No 0 665 2.25 Yes 4.85 No Yes No No No Fair NA No 0 666 Yes 2.05 Yes .85 Yes N. Yes No No No Fair 2.95 No 0 667 Yes 1.35 Yes 1.65 Yes Yes N Yes k • 1 • 1 • • • 2.25 Yes 0 668 Yes 2.15 Yes .05 No Yes Yes Yes Yes Yes Good 3.75 Yes 0 669 Yes 0.25 Yes No Yes Yes Yes Yes Yes Good 3.2 Yes 0 670 Yes 2.6 Yes No Yes N/A Yes Yes Yes Yes Good NA Yes 0 671 Yes - 3.65 Yes N/A Yes Yes Yes Good NA Yes 0 672 Yes 12.15 No 14.85 Yes Yes N/A Yes Yes Yes Good NA No 0 673 Yes 12.6 No 6.7 AiYes Yes Yes Yes Good 5.65 Yes 0 674 Yes 10.5 No 10.95 Yes Yes Yes Yes Yes Fair NA No 0 675 Yes .75 Yes Yes Yes Yes Yes Yes Yes Good 1.7 Yes 0 676 Yes 6.25 Yes .5 Yes Yes Yes Yes Yes Yes Good 3.1 Yes 0 677 Yes 4.7 Yes Yes Yes Yes Yes Good 6.55 Yes 0 678 Yes 13.25 No 6.9 Yes N/A Yes Yes Yes Good NA Yes 0 679 Yes 6.6 Yes 8 Yes N/A Yes Yes Yes Fair NA No 0 680 Yes 9.45 No .5 Yes Yes Yes Yes Yes Yes Good 4.45 Yes 0 681 Yes .9 No 1 Yes Yes N/A Yes Yes Yes Good NA Yes 0 682 Yes No 5.05 -Tr Yes Yes Yes Yes Yes Fair 4.5 No 0 683 Yes .6 Yes 4.25 No Yes Yes Yes Yes Yes Good 3.3 Yes 0 684 Yes 1.55 Yes 2.75 No Yes Yes Yes Yes Yes Yes Good 1.55 Yes 0 685 Yes 2.6 Yes 5.05 No Yes Yes Yes Yes Yes Good 4.1 Yes 0 686 Yes 5.5 Yes No Yes Yes Yes Yes Yes Good 3.55 Yes 0 687 Yes 8.7 No 3.55 No Yes Yes Yes Yes Good 5.55 Yes 0 688 Yes 10.3 0.15 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 0 689 Yes 5.4 Yes 1.55 Yes Yes Yes Yes Yes Yes Yes Good 1.3 Yes 1 690 Yes .3 Yes No Yes Yes Yes Yes Yes Yes Good 1.9 Yes 0 691 Yes 1.45 Yes 1.65 Yes Yes Yes Yes Yes Yes Good 1.45 Yes 0 5 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 692 Yes .6 Yes .85 Yes Yes Yes Yes Yes Yes Yes Good 1.45 Yes 1 693 Yes 10.85 No 1.55 Yes Yes N/A Yes Yes Yes Good NA Yes 0 694 Yes 7.6 Yes Yes N/A ,. No Fair NA No 0 695 Yes MEW4 No Yes No Yes Yes Good 2.7 Yes 0 696 Yes 6.1 Yes 2.7 No Yes Yes No Yes Yes Good 4.4 Yes 0 697 Yes 4.45 Yes .5 No Yes111 Yes Yes Yes Good 3.20 Yes 0 698 Yes 4.7 Yes 0.4 Yes Yes Yes Yes Good NA Yes 0 699 Yes L No 2.75 No Yes No Yes Yes Yes Good 4.95 Yes 0 700 Yes No .15 Yes Yes N/A Yes Yes Yes Good NA Yes 0 701 Yes 4.35 Yes .85 Yes Yes Yes Yes Yes Yes Yes Good .25 Yes 1 702 Yes 5.65 Yes 1.1 Yes Yes Yes Yes Yes Yes Yes Good .85 Yes 1 703 Yes No 1 Yes No - Fair 2.05 Yes 0 704 Yes 8.55 11 2.95 Yes N/A No No Good NA Yes 0 705 Yes 6.7 _ .mjVo Yes .5 Yes Yes Yes No No Fair 2.5 No 0 706 Yes 4.35 Yes Yes Yes Yes No No Fair 1.45 No 0 707 Yes 3.3 IL Yes N/A Yes Yes Yes Good NA Yes 0 708 Yes 2.95 Yes c.3 Yes N/A Yes No Yes Yes Good NA Yes 0 709 Yes 7.05 Yes 1.35 Yes Yes Yes No No 5.5 Yes 0 710 Yes 7.5 Yes 1.2 Yes Yes N/A Yes No No Fair NA No 0 711 Yes 2.05 Yes No Fair 6 No 0 712 Yes 4.85 Yes 0.25 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 713 Yes 5.9 Yes .75 Yes Yes Yes Yes Yes Yes Good 4.1 Yes 0 714 Yes 6.1 Yes Yes No Yes Yes Good 4.65 Yes 0 715 Yes 7.6 Yes Yes Yes Yes Yes Good 3.8 Yes 0 727 Yes 4.1 Yes Yes Yes Yes Yes Good 2.7 Yes 0 728 Yes 2.85 Yes 0.6 Yes Yes Yes Yes Yes Yes Yes Good 0.15 Yes 1 729 Yes 7.3 Yes 0.65 Yes Yes Yes Yes Yes Yes Good 5.4 Yes 0 730 Yes 7.75 Yes 1 Yes Yes No ,o Yes Yes Yes Fair 2.85 Yes 0 731 Yes 1.3 Yes Yes No No Yes Yes Yes Good 6 Yes 0 732 Yes 2.25 Yes 4.5 Yes No No Yes Yes Yes Fair 3.9 Yes 0 733 Yes 6.45 Yes 1.1 Yes Yes Yes Yes Yes Good 5.4 Yes 0 734 Yes .6 Yes W 1111 Yes N/A Yes Yes Yes Yes Good NA Yes 0 735 Yes 3.3 Yes No Yes Yes No Yes Yes Fair 4.1 Yes 0 777 Yes 1 Yes No Yes Yes No Good 4.6 Yes 0 778 Yes 18.8 4.00 No Yes No No No Vegetation 3.55 No 0 786 Yes ■ 10.65 No 3.75 No Yes N/A No No No No Good NA Yes 0 787 Yes 8.1 Yes Yes N/A No No No No Good NA Yes 0 792 Yes 9.6 No 0.15 Yes Yes N/A No No No Fair NA No 0 793 Yes 8.45 No 7.85 Yes No Yes Yes Yes Fair Signs of ponding 3.2 Yes 0 794 Yes 5.65 Yes No Yes Yes No Yes Yes Yes Fair Signs of ponding 1 Yes 0 795 Yes Nan 0.3 Yes Yes No No No No Fair 3.1 Yes 0 796 Yes 5.85 Yes No II Yes Yes No No No Fair .45 Yes 0 797 Yes 5.2 Yes No Yes No Good 2.6 Yes 0 798 Yes 1.7 Yes 0.4 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 799 Yes 2.85 Yes 1.1 Yes Yes No Yes Yes Yes Good 2.25 Yes 0 800 Yes 8.1 Yes No Yes No Yes Yes Yes Yes Fair 4.1 Yes 0 801 Yes 2.35 Yes No No No No .. Yes Yes Fair Vegetation ponding 2.35 Yes 0 802 Yes 7.6 Yes 2.0 Yes Yes No No No Good 4.0 Yes 0 803 Yes 6.1 Yes 7.15 No Yes No Yes Good 2.7 Yes 0 804 Yes 8.3 Yes No Yes No N. Good 2.6 0 805 Yes 7.85 Yes No Yes Yes No No Good 1.9 Yes 0 806 Yes .. ,o 0.4 Yes Yes Yes Yes Yes Yes Good Na Yes 0 807 Yes 11.65 # No 5.05 No Yes No No Good 3.9 Yes 0 808 Yes 1.65 Yes 6.45 No Yes Nn No No Good 2.7 Yes 0 809 Yes 6.25 Yes pi3.9 No Yes Yes No No Good 1.7 Yes 0 810 Yes 6.6 Yes 6.35 No Yes No No Fair Some ponding 3.1 Yes 0 811 Yes 5.2 Yes 6.95 No Yes No No Yes Good 3.2 Yes 0 812 Yes -. - 5.4 No Yes No No Yes Yes Good 7.15 Yes 0 817 Yes 13.4 No 1.35 Yes Yes Yes No No Good 1.7 Yes 0 818 Yes 15.65 No 4 1.9 Yes Yes No No Good 4.5 Yes 0 819 Yes 8.6 No 2.35 111.111113 Yes No No Good 3.55 Yes 0 820 Yes 11.8 No 5.85 Yes No No Good 4.3 Yes 0 821 Yes 8.35 No 4.25 1111 Yes No Good 2.5 Yes 0 822 Yes 9.7 No J11 2.7 Yes No Good 5.5 Yes 0 6 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 823 Yes 7.15 Yes 6.2 JIM. Yes No No No Good 4.85 Yes 0 824 Yes 9.35 No 0 Yes Yes No No No Good 6.1 Yes 0 825 Yes 1.0 Yes 5.05 Yes No No No Good 4.0 Yes 0 826 Yes 12.95 No 1.1 Yes Yes No No No Good 7.4 0 827 Yes 0.85 Yes 4.25 Yes No No No Good 2.35 Yes 0 828 Yes 17.35 N 3.9 Yes No No No il Good Possible ponding 9.1 Yes 0 829 Yes 8.55 1.0 Yes Yes No No No Yes Yes Good Na Yes 0 830 Yes 5.65 Yes 0.15 Yes Yes No No Yes Yes Yes Good 4.6 Yes 0 831 Yes 0.75 Yes Yes No No No Good 3.05 No 0 832 Yes 3.45 Yes 0 Yes Yes Yes No No ill Good 1.65 Yes 0 833 Yes 3.8 Yes Yes No No No Good 2.5 Yes 0 834 Yes 7.95 Yes Yes No No Yes Yes Good Na Yes 0 835 Yes 1.45 Yes Yes No No Yes Yes No Good Na Yes 0 836 Yes 4.5 Yes 0.3 Yes Yes N No Yes Yes No Good Na Yes 0 837 Yes 2.6 Yes 0.15 Yes Yes Yes No Good Na Yes 0 838 Yes 4.95 Yes 1.9 Yes Yes Yes Yes Yes Good 1.35 Yes 0 839 Yes 5.55 Yes 1.9 Yes Yes Yes Yes Yes Yes Good 0.65 Yes 0 840 Yes 4.35 Yes 0.75 Yes Yes Yes Yes Good 0.65 Yes 0 941 Yes 6.25 Yes 1.1 Yes Yes N/A Yes Yes Yes Yes Good Na Yes 1 942 Yes 1.9 Yes 0.15 Yes Yes N/A Yes Yes Yes Yes Good Na Yes 1 943 Yes 6.1 Yes 5 Yes N/A Yes Good Na Yes 0 944 Yes 1.3 Yes Yes Good 3.5 Yes 0 945 Yes 4.0 Yes N/A No Good Na Yes 0 946 Yes 7.3 Yes 1.3 Yes Yes N/A No Good Na Yes 0 947 Yes 6.95 Yes 0.95 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 948 Yes 5.9 Yes 0.15 Yes Yes No Yes Yes Yes Yes Good Possible ponding 2.25 Yes 0 949 Yes 9.0 7.85 Yes o No Good 5.9 Yes 0 950 Yes 8.2 Yes Yes No No Good 4.45 Yes 0 951 Yes 3.8 Yes Yes N/A No No Good Na Yes 0 952 8.1 Yes Yes No N Fair Ponding 3.1 Yes 0 953 Yes 10.65 No 0.15 Yes Yes N/A No Good Na Yes 0 954 Yes 7.75 Yes Yes No No Good 3.3 Yes 0 955 Yes 9.45 No 0.25 Yes Yes Yes No Fair Vegetation 1.55 Yes 0 956 Yes 12.95 No 0.75 Yes Yes No Yes Yes Yes Fair 2.35 No 0 957 Yes 5.15 Yes 4.25 Yes Yes Yes Yes Yes Yes Good 1.65 Yes 0 958 Yes 11.55 No 6.25 No Yes No No Yes Yes Yes Good Some vegetation on side 4.25 Yes 0 959 Yes 2.6 Yes No Yes No No Yes Yes Yes Fair Tree obstruction 5.85 Yes 0 960 Yes 15.9 No 4.5 No Yes No Yes Yes Yes Good 8.35 No 0 961 Yes 1.3 Yes 1.0 Yes Yes No Yes Yes Yes Good 2.6 Yes 0 962 Yes • • 4.5 No Yes N/A No Good Fire hydrant Na Yes 0 963 Yes 4.95 Yes No Yes N/A No Yes Yes Good Na Yes 0 964 Yes 5.4 Yes 2.45 No Yes • No Yes Yes Yes Good 4.85 Yes 0 965 Yes 8.1 Yes 5.85 No Yes No No Yes Yes Yes Good 15.45 Yes 0 966 22.9 9.35 No Yes No No Yes Yes Yes Fair Vegetation obstruction 11.35 Yes 0 967 Yes 13.3 6.45 No Yes No No Yes Yes Yes Good 8.55 Yes 0 968 Yes 14.3 2.15 No Yes No No Yes Yes Good One crack 4.0 Yes 0 969 Yes 3.8 111 No Yes Yes Yes Yes Yes Yes Fair 1.55 No 0 970 Yes 7.3 1.3 Yes Yes No Yes Yes Yes Yes Fair 2.4 No 0 971 Yes 17.45 6.1 No Yes No o Yes Yes Yes Good 4.0 Yes 0 972 10.4 2.4 Yes No • Yes Yes Yes Good 8.8 Yes 0 973 7.4 Yes Yes Yes Yes Yes Good Some vegetation 6.6 Yes 0 974 Yes 7.3 Yes 0.4 Yes Yes Yes Yes Yes Yes Yes Good 1.1 Yes 1 975 Yes 4.5 Yes 1.3 Yes Yes Yes Yes Yes Yes Yes Good 0.6 Yes 1 976 Yes 4.95 Yes Yes Yes Yes Yes Yes Yes Good 2.0 Yes 0 977 Yes 2.05 Yes ,.6 Yes Yes Yes Yes Fair Ponding 2.6 No 0 978 Yes 4.7 Yes 1.35 Yes Yes Yes Yes Yes Yes Fair Ponding vegetation 1.8 Yes 0 979 Yes 4.15 Yes 0 Yes Yes Yes Yes Yes Yes Yes Fair Ponding 3.75 Yes 0 980 Yes 0.6 Yes Yes Yes Yes Yes Yes Fair Ponding 2.35 Yes 0 7 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 981 Yes 4.6 Yes 4.85 No Yes Yes No Yes Yes Yes Good 2.0 Yes 0 982 Yes 6.9 Yes 2.95 No No Yes Yes Yes Good 3.55 Yes 0 983 Yes .. No 4.5 No Yes No Good 5.65 Yes 0 984 Yes 9.95 No 3.8 No Yes N/A No Yes Yes Yes Good Na Yes 0 985 Yes 4.1 Yes 3.75 No Yes No Yes Yes Yes Good 1.65 Yes 0 986 Yes 10.3 No 2.25 No Yes No Yes Yes Yes Fair Vegetation 4.6 Yes 0 987 Yes 0.6 Yes 6.55 No Yes No Yes Yes Yes Good Some vegetation 11.65 Yes 0 988 Yes 18.15 No 1.9 Yes Yes Yes No Yes Yes Yes Good 15.8 Yes 0 989 Yes 15.3 No 1.9 Yes Yes Yes No Yes Yes Yes Good 1.0 Yes 0 990 Yes 11.55 No 5.3 No Yes Yes No Yes Yes Yes Good 1 Yes 0 991 Yes No 1.65 Yes Yes Yes No Yes Yes Yes Good 0.75 No 0 992 Yes 4.5 Yes 5.4 Yes Yes Yes Yes Good 5.9 Yes 0 993 Yes 0.3 1.45 Yes Yes Yes al Good Na Yes 0 994 Yes 4.15 Yes .6 Yes N/A Yes Yes Yes Yes Good Na Yes 0 995 Yes 3.55 Yes 1.7 Yes Yes No ' Good 2.7 Yes 0 996 Yes 5.3 Yes Yes _ Yes Yes Yes Good 1.55 Yes 0 997 Yes 4.35 Yes 1.8 Yes Yes N/A Yes Yes Yes Yes Fair Fire hydrant makes sidewalk less than 48 Na Yes 1 998 Yes 6.9 Yes Yes Yes Yes Yes Good 6.3 Yes 0 999 Yes 3.4 Yes 2.0 Yes Yes N/A Yes Yes Yes Yes Fair Some evidence of ponding and vegetation Na Yes 1 1000 Yes Under construction 0 1001 Yes Under construction 0 1002 Yes 6.1 Yes 1.2 Yes Yes Yes Yes Yes Yes Yes Fair Some vegetation 2.0 Yes 1 1003 Yes 0.6 Yes Yes Yes Yes Yes Yes Good 2.35 Yes 0 1004 Yes 5.9 Yes Yes Yes Yes Yes Yes Good 2.5 Yes 0 1005 Yes 4.15 Yes 0.65 Yes Yes Yes Yes Yes Yes Yes Good 1 Yes 1 1006 Yes 6.45 Yes 0.85 Yes Yes Yes Yes Yes Yes Yes Good 1.8 Yes 1 1007 Yes 2.75 Yes 1.9 Yes Yes Yes Yes Yes Yes Yes Good 1.8 Yes 1 1008 Under construction 0 1009 Under construction 0 1010 Under construction 0 1011 Under construction 0 1012 Under construction 0 1013 Under construction 0 1014 Under construction 0 1015 Yes 4.85 Yes 0.5 Yes Yes Yes Yes Yes Yes Fair Some vegetation and ponding 0.6 Yes 0 1016 Yes 2.75 Yes 3.05 - Yes Yes Yes Yes Yes Good 2.0 Yes 0 1017 Yes 1.65 Yes 1.2 Yes Yes Yes Yes Yes Yes Fair Vegetation 1.2 Yes 0 1018 Yes 6.1 Yes Yes Yes Yes Yes Yes Good 2.6 Yes 0 1019 Yes 4.95 Yes L2.25 .6 Yes Yes Yes Yes Yes Yes Good 2.0 Yes 0 1020 Yes 7.3 Yes 0.3 Yes Yes Yes Yes Yes Yes Yes Good 2.0 Yes 1 1021 Yes 3.4 Yes 2.0 Yes Yes Yes Yes Yes Yes Yes Fair Some vegetation 1.9 Yes 1 1022 Yes 6.45 Yes Yes Yes Yes Yes Yes Fair Vegetation 2.7 Yes 0 1023 Yes 2.0 Yes 2.75 Yes Yes Yes Yes Yes Fair Some vegetation 3.85 Yes 0 1024 Yes 3.3 Yes 0.5 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 1025 Yes 0.95 Yes 3.9 Yes Yes Yes Yes Yes Good 3.3 Yes 0 1026 Yes 1.2 Yes Yes Yes Yes Yes Yes Good 6.0 Yes 0 8 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1027 Yes 5.15 Yes 2.15 No Yes • Yes Yes Yes Yes Good 2.95 Yes 0 1028 Yes 7.95 Yes 4.85 No Yes N/A Yes Yes Yes Good Na Yes 0 1029 Yes 5.85 Yes 7• No Yes N/A Yes Yes Yes Yes Good Na Yes 0 1030 Yes 7.4 Yes 1 No Yes Illim No Yes Yes Yes Yes Good 5.9 Yes 0 1031 Yes 7.05 Yes 1.8 Yes Yes Yes No Yes Yes Yes Good 2.05 Yes 0 1032 Yes 6.55 Yes 4.95 No Yes No No Good 7.15 Yes 0 1033 Yes 13.3 No 3.1 No Yes No No Yes Yes Yes Fair Ponding 9.5 Yes 0 1034 Yes 10.05 No 4.95 No Yes No No No Ili Good 4.45 Yes 0 1035 Yes 7.4 Yes No Yes No No No Good 6.2 Yes 0 1036 Yes 13.3 No 2.15 No Yes No No No Good 3.45 Yes 0 1037 Yes 1.8 Yes No Yes No No No Fair Ponding vegetation 5.9 Yes 0 1038 Yes 24.1 No 6.55 No Yes No No No •oor Curb ramp of poor sidewalk 5.65 Yes 0 1039 Yes 23.25 No 2.25 1 Yes No No P Poor curb ramp or side walk 3.7 Yes 0 1040 Yes 9.15 No 2.15 al Yes Yes No Yes Yes Yes Good 2.95 Yes 0 1041 Yes ' 5 No 1.0 Yes Yes No Yes Yes Yes Fair Ponding 2.85 Yes 0 1042 Yes 5.3 Yes 2.0 Yes Yes No Good 3.45 Yes 0 1043 Yes '.05 No 0.05 Yes Yes No Yes Yes Yes Good 4.15 Yes 0 1044 Yes 0.3 Yes Yes Yes No Yes Yes Yes Good 1.8 Yes 0 1049 Yes 4.5 Yes Yes Yes No Good 1.7 Yes 0 1050 Yes 1.35 Yes 1.7 Yes Yes Yes No Good 1.1 Yes 0 1051 Yes 2.75 Yes 0.6 Yes Yes Yes Yes Yes Yes Yes Fair Ponding 0.3 Yes 1 1052 Yes 0.95 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 0 1053 Yes 0 Yes Yes Yes No Yes Yes Yes Fair Ponding 1.65 Yes 0 1054 Yes No 1 Yes Yes No Yes Yes Yes Fair Ponding 2.75 Yes 0 1055 Yes 7.6 Yes 0.95 Yes Yes No Fair Vegetation 5.2 Yes 0 1056 Yes 10.4 1.8 Yes Yes No Yes Yes Yes Good 2.7 Yes 0 1057 Yes 12.2 pi No 3.45 Yes No No Good 0.75 Yes 0 1058 Yes 8.7 No 1.8 Yes Yes No No ii Yes Yes Yes Fair Vegetation 5.15 Yes 0 1059 Yes 6.8 Yes 1.8 Yes Yes No No Yes Yes Yes Good 3.4 Yes 0 1060 Yes 14.85 No 5.25 No Yes No No Yes Yes Yes Good 14.85 No 0 1061 Yes 14.65 No 2.4 lir No Yes No No Fair Ponding vegetation 8.7 Yes 0 1062 Yes 7.5 Yes 15 N. Yes No No No Fair Vegetation 5.65 Yes 0 1063 Yes 8.65 No 5.05 No Yes No No Fair Vegetation 2.6 Yes 0 1064 Yes 11.3 k • 7.05 No Yes No Yes No Good 7.15 Yes 0 1065 Yes 5.2 Yes 0.05 Yes Yes Yes Yes Yes Yes Yes Fair Ponding vegetation Yes 0 1066 Yes 7.2 Yes No Yes No Yes Yes Yes Yes Good 3.1 Yes 0 1067 Yes 7.05 Yes No Yes Yes Yes Yes Yes Fair Ponding 1.55 Yes 0 1068 Yes 4.7 Yes No Yes Yes Yes Yes Yes Yes Good 1.8 Yes 0 1069 Yes No 4.15 No No No Yes No 11111 F air Vegetation 3.5 Yes 0 1070 Yes 11121.25 20.7 No 4.5 No No No Yes No and Ponding eg 4.8 Yes 0 1071 Yes 5.9 Yes 2.25 No Yes No Yes Yes Yes Yes Good 6.45 Yes 0 1072 Yes 6.55 Yes .8 No Yes No Yes Yes Yes Yes Good Na Yes 0 1073 Yes 3.55 Yes No Yes No Yes Yes Yes Fair Little vegetation 3.2 Yes 0 1074 Yes 6.1 Yes 0.15 Yes Yes No Yes Yes Yes Yes Fair Vegetation 3.65 Yes 0 1075 Yes 6.0 Yes 0.75 Yes Yes No Yes Yes Yes Yes Good 3.55 Yes 0 1076 Yes 4.5 Yes 0.6 Yes Yes No Yes Yes Yes Fair Ponding 3.3 Yes 0 1077 Yes 3.65 Yes No No No Yes Yes Yes Yes Good 2.8 Yes 0 1078 Yes 5.4 Yes .4 Alla. No No No Yes Yes Yes Fair Ponding. Vegetation 3.2 Yes 0 1079 Yes $9 Nn 0.95 Yes Yes No No Yes Yes Yes Fair Vegetation 4.45 Yes 0 1080 Yes 1.9 Yes 1.3 Yes Yes Yes No Yes Yes Yes Fair Ponding 0.4 Yes 0 1081 Yes Yes Yes No Yes Yes Yes Good 4.5 Yes 0 1082 Yes 5.4 Yes395 Yes No No Yes Yes Yes Fair Little vegetation 3.1 Yes 0 1083 Yes 4.1 Yes 0.4 Yes Yes Yes No Yes Yes Yes Good 2.0 Yes 0 1084 Yes 1.8 Yes Yes No ilt Yes Yes Yes Fair Ponding 5.15 Yes 0 1085 Yes 3.5 Yes 6.35 No Yes No Yes Yes Yes Good Obstructing near landing 6.25 Yes 0 1086 Yes 3.4 Yes 3.65 No Yes No Yes Yes Yes Good 4.0 Yes 0 1087 Yes 2.15 Yes 7.25 1 No Yes No Good 3.65 Yes 0 1088 Yes 2.95 Yes 9.05 No Yes Yes No Fair Ponding 1.1 Yes 0 9 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1089 Yes 4.25 Yes 0.6 Yes Yes Yes No Good 3.3 Yes 0 1090 Yes 3.55 Yes 2.75 Yes No Good 2.75 Yes 0 1091 Yes 4.8 Yes 1.7 Yes Yes Yes No 1 Fair Ponding 1.9 Yes 0 1092 Yes 4.25 Yes .75 Yes No Good 5.55 Yes 0 1093 Yes 5.05 Yes ,.2 No Yes Yes Yes Yes Yes Fair Ponding 2.0 Yes 0 1094 Yes 3.45 Yes .6 No Yes Yes Yes No Yes Yes Good 1.55 Yes 0 1095 Yes 2.5 Yes .35 No Yes Yes Yes - Yes Yes Good 1.3 Yes 0 1096 Yes 3.7 Yes 2.85 No Yes Yes Yes Yes Yes Yes Fair Ponding and gap 2.0 No 0 1097 Yes 1.7 Yes Yes Fair Vegetation 5.55 Yes 0 1098 7.85 Yes 1.11e.1 No Yes No No Ponding vegetation 2.6 Yes 0 1099 Yes 6.25 Yes 0.5 Yes Yes No No Yes Yes Yes Fair Vegetation 6.45 Yes 0 1100 Yes No 2.95 No Yes No No Yes Yes Yes Fair Vegetation 9.3 Yes 0 1101 Yes 4.25 Yes 0.65 Yes Yes No No Yes Yes Yes Good 3.55 Yes 0 1102 Yes 4.95 Yes No Yes No No Yes Yes Yes Good 2.7 Yes 0 1103 Yes 0.6 Yes Yes No No Yes Yes Yes Fair Vegetation 6.95 Yes 0 1104 Yes 2.0 Yes 5.05 No Yes No Yes Yes Yes Good 5.3 Yes 0 1105 Yes 5.75 Yes 1.3 Yes Yes No Yes Yes Yes Yes Fair Vegetation 4.95 Yes 0 1106 Yes 4.35 Yes 3.3 No Yes No Yes Yes Yes Yes Fair Vegetation 4.75 Yes 0 1107 Yes - 4.5 No Yes No No - Fair Ponding 3.4 Yes 0 1108 Yes - No 2.5 No Yes No No '� Vegetation 5.5 Yes 0 1109 Yes 4.95 Yes 1.3 Yes Yes No No Yes Yes Yes Fair Vegetation 5.4 Yes 0 1110 Yes 2.7 Yes No Yes No Yes Yes Yes Good 5.4 Yes 0 1111 Yes 10.95 No 0.25 Yes Yes N/A No Yes Yes Yes Fair Ponding Na Yes 0 1112 Yes 14.55 No 2.05 No N/A No Yes Yes Yes Good Na Yes 0 1115 Yes No 0.95 Yes Yes No Yes Yes Yes Fair Vegetation 5.9 Yes 0 1116 Yes 5.3 Yes 1111h Yes N/A Yes Yes Yes Fair Ponding and vegetation Na Yes 0 1117 Yes 4.45 Yes 1.0 Yes Yes Yes Yes Yes Yes Fair Vegetation 3.45 Yes 0 1118 Yes 0.15 Yes 1.35 Yes Yes Yes Yes Yes Yes Yes Good 1.35 Yes 1 1119 Yes 3.45 N/A No Yes Yes Yes Good Na Yes 0 1120 1121 Yes Yes 4.7 Yes 4.0 0.5 Yes Yes N/A No Yes Yes Yes Fair Vegetation Na Yes 0 Yes N/A Yes Yes Yes Yes Fair Vegetation Na Yes 1 1122 Yes 6.2 Yes 0.85 Yes Yes N/A No Yes Yes Yes Good Na Yes 0 1123 Yes 8.3 Yes 1.2 Yes Yes No No Good 3.55 Yes 0 1124 Yes 2.35 Yes Yes No No Good 1.9 Yes 0 1125 Yes 7.6 Yes Yes No No Good 7.75 Yes 0 1126 Yes 3.05 Yes 1.0 Yes Yes No No No Good 3.9 Yes 0 1127 Yes 4.35 Yes 0.65 Yes Yes No No No Good 2.05 Yes 0 1128 Yes 1.0 Yes Yes No No No Fair Ponding vegetation 3.8 Yes 0 1129 Yes 4.45 Yes 0.95 Yes Yes Yes Yes Yes Yes Yes Good 2.0 Yes 1 1130 Yes 7.95 Yes Yes No No No Yes Yes Good 2.95 Yes 0 1133 Yes 11.55 No 1.45 Yes -UP No Yes Yes Yes Fair 3.05 Yes 0 1134 Yes 10.65 No 3.9 Yes N/A No Yes Yes Yes Good Na Yes 0 1135 Yes 6.2 Yes 1.65 Yes Yes MillYes Yes Yes Yes Good 3.75 Yes 0 1136 Yes 11.8 No 1.9 Yes Yes No No Yes Yes Yes Fair Vegetation 2.6 Yes 0 1137 Yes 11.1 No 1.55 Yes Yes No No Ponding vegetation 11.65 Yes 0 1138 Yes 15.25 No 0.25 Yes No No No Good 11.8 No 0 1139 Yes 3.1 Yes Yes No Yes Yes Yes Good 3.2 Yes 0 1140 Yes 8.55 No 13.65 Yes Yes Yes No No Good 1.7 Yes 0 1141 Yes 13.5 No 6.7 Yes Yes No No Fair Vegetation 1.7 Yes 0 1142 Yes 8.55 No 0.4 Yes Yes No Yes Yes Yes Good 5.5 Yes 0 1144 Yes 7.05 Yes ,� No No Yes Yes Yes Fair Vegetation 2.15 Yes 0 1145 Yes 10.3 No 3.3 ■ Yes Yes No Yes Yes Yes Good 0.3 Yes 0 1146 Yes 9.95 No 0.55 Yes No Yes Yes Yes Good 5.75 Yes 0 1147 Yes 2.5 Yes No Yes No No Yes Yes Yes Fair Vegetation 5.5 Yes 0 1148 Yes 9.7 No 3.9 No Yes No Yes Yes Yes Good 4.15 Yes 0 1149 Yes 4.0 Yes No 4 Yes No Yes Yes Yes Good 2.7 Yes 0 1150 Yes 12.45 1.65 Yes Yes Yes No Yes Yes Yes Good 1.35 Yes 0 1151 Yes 6.2 Yes 1.7 Yes Yes No Yes Yes Good 2.7 Yes 0 1152 Yes 3.9 Yes No Yes Yes No Yes Yes Good 2.7 Yes 0 1153 Yes 12.6 No 1 Yes No N/A Yes Yes Yes Yes Good NA No 0 1154 Yes 10.3 No 4.95 No No l No Yes Yes Yes Fair Ponding 3.75 No 0 10 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1155 Yes 10.65 No 3.8 No N/A No Yes Yes Yes Good NA Yes 0 1157 Yes 7.4 Yes .6 Yes Yes No Yes No im Yes Yes Good 3.65 Yes 0 1158 Yes 2.75 Yes 71, •• No No No Yes Yes Yes Fair 2.6 Yes 0 1159 Yes 6.35 Yes • No Yes No Yes No Yes Yes Fair 4.35 Yes 0 1160 Yes 7.75 Yes 1.9 Yes Yes Yes No No ill Yes Yes Good .4 Yes 0 1174 Yes 6.7 Yes No Yes No No Good 4.5 No 0 1175 Yes 9.35 No 4.35 No Yes No No Good 8.55 Yes 0 1176 Yes 15.5 No 6.25 No Yes No No Fair 4.85 No 0 1177 Yes 10.5 No 6.5 No Yes No No Good 6.2 Yes 0 1178 Yes 12.6 No 5.65 No Yes No Good 6.1 Yes 0 1179 Yes 15.9 No 5.5 No Yes No Good 9 Yes 0 1180 Yes 7.15 Yes No Yes No Yes Fair 4.7 No 0 1181 Yes 8 Yes No Yes No Fair 8.45 Yes 0 1184 Yes 9.6 5.75 No Yes No Fair 4.35 No 0 1185 Yes 6.45 Yes .15 Yes Yes Yes Fair 1 No 0 1186 Yes 5.75 Yes .85 No Yes No No Fair 5.75 Yes 0 1187 Yes 6.1 Yes 2.7 No Ill Yes Yes Yes Good 1 Yes 0 1188 Yes 5.3 Yes 5.05 No Yes No Good 4 Yes 0 1189 Yes 12 M 2.5 No No No Fair 4.25 No 0 1190 Yes 4.8 Yes 1.2 Yes Yes No No Good 4.85 Yes 0 1191 Yes 4 5.55 No Yes No No Good 9 Yes 0 1192 Yes 5.9 Yes 3.65 No Yes No No Good 9 Yes 0 1193 Yes 7.75 Yes .75 Yes Yes No Good 2.75 Yes 0 1194 Yes 5.9 Yes 3.1 No Yes No Yes Good 5.5 Yes 0 1195 Yes :.55 1.7 Yes Yes No No Good 3.75 Yes 0 1196 Yes 6.1 Yes 3.2 No Yes No No Fair 3.2 Yes 0 1197 Yes 6.95 Yes 1 Yes Yes No No Fair 4.8 Yes 0 1198 Yes 5 Yes No Yes No No Fair 4.85 No 0 1199 Yes 2.15 No Yes No No 3.8 No 0 1200 Yes 9.45 No 3.55 p No Yes No No Fair 4.15 Yes 0 1203 Yes 10.75 No 4.85 No Yes No No Fair 5.3 Yes 0 1204 Yes 17.7 No 8 No No Fair 7.2 Yes 0 1205 Yes 9.5 No .4 Yes Yes Yes Yes Good 2 Yes 0 1206 Yes 5.75 Yes 1.2 Yes Yes No Yes Good 2.05 Yes 0 1207 Yes 11.55 2.25 No Yes No Fair 2.5 No 0 1208 Yes 13.15 3 No Yes No No Fair 3.3 Yes 0 1209 Yes 7.85 Yes 1.5 Yes Yes Yes No Good 1 Yes 0 1210 Yes 5.15 Yes No Yes No Fair 1 Yes 0 1211 Yes 6.7 Yes 5.9 No Yes No No Overgrown vegetation 1 Yes 0 1212 Yes 3.8 Yes 1.2 Yes Yes No Good 3.2 No 0 1213 Yes . 1.9 Yes Yes N Yes Good 3.2 Yes 0 1214 Yes 3.1 Yes 5.5 No Yes No Yes Yes Yes Yes Good 3.75 Yes 0 1215 Yes 6.25 Yes 1.8 Yes Yes Yes Yes Yes Yes Yes Good 1.7 Yes 1 1216 Yes 6 Yes 3.45 No Yes Yes Yes Yes Good 2.85 Yes 0 1217 Yes .3 Yes Yes Yes Yes Yes Good 2.35 Yes 0 1218 Yes 1.45 Yes 4.95 No Yes Yes Yes Yes Good 4.25 Yes 0 1219 Yes 7.15 Yes .85 Yes Yes Yes Yes Yes Good 4.8 Yes 0 1226 Yes 6.35 Yes .75 Yes Yes N/A Yes No Yes Yes Fair NA No 0 1227 Yes . 4.85 No Yes No No Yes Yes Good 2.6 Yes 0 1228 Yes 2.35 Yes Yes No Yes Yes Yes Yes Good 4.8 Yes 0 1229 Yes 2.5 Yes Yes No Yes Yes Yes Yes Good 3.75 Yes 0 1230 Yes i. 0 2.75 Yes Yes •oor 1.75 No 0 1231 Yes No 2.7 Yes N Fair 2.05 No 0 1232 Yes 8 Yes .65 Yes Yes Yes Fair Ponding 1.3 No 1 1233 Yes 4.15 Yes Yes Yes Yes Yes Good 6 Yes 0 1234 Yes 6.5 Yes Yes - Yes Yes Yes Good 3.05 Yes 0 1235 Yes 6 Yes 1.8 Yes Yes N Yes Yes Yes Yes Good 3.05 Yes 0 1236 Yes .25 Yes Yes No Yes Yes Yes Good 2.7 Yes 0 1237 Yes 8.2 Yes 1.55 Yes Yes Yes Fair 1.8 No 1 1238 Yes 6.2 Yes 0 Yes Yes No Fair 3.45 No 0 1239 Yes .. 5 No 2.05 •4.11 Yes Yes Yes Fair 3.1 Yes 0 1240 Yes 7.25 Yes 4.5 N. Yes Mil Yes Yes Yes Yes Good 4.15 Yes 0 1241 Yes 11.7 No 1.1 Yes Yes Yes Yes Yes Fair 4.45 Yes 0 1242 Yes 6.25 Yes 2.85 Yes Yes Yes Yes Yes Fair 1.75 Yes 0 11 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1243 Yes 7 Yes 1 Yes Yes No No Yes Yes Yes Good 3.4 Yes 0 1244 Yes 3.55 Yes .5 Yes Yes No No Yes Yes Yes Good Ponding 3.2 Yes 0 1245 Yes 6.7 Yes .7 Yes Yes N No Yes Yes Yes Good Ponding 2.05 Yes 0 1246 Yes 1.2 Yes .15 Yes Yes NOM No Yes Yes Yes Good 2.5 Yes 0 1247 Yes 2.15 Yes 1.9 Yes Yes No No Yes Yes Yes Good 2.05 Yes 0 1248 Yes .65 Yes 1.2 Yes Yes N/A No Yes Yes Yes Good NA Yes 0 1249 Yes 1.9 Yes .75 Yes Yes • No Yes Yes Yes Good 4 Yes 0 1250 Yes 2.25 Yes .6 Yes Yes No No Yes Yes Yes Good 2.25 Yes 0 1251 Yes 2.8 Yes .25 Yes Yes No No Yes Yes Yes Good 3.65 Yes 0 1252 Yes 1.9 Yes 1 Yes Yes No No Yes Yes Yes Fair Ponding 2.35 Yes 0 1253 Yes 1 Yes 2 Yes Yes No Yes Yes Yes Yes Good 5.05 Yes 0 1254 Yes 10 Yes Yes No Fair 10 No 0 1255 Yes 8.8 No 2.75 Yes N/A No Yes Yes Yes Good NA Yes 0 1256 Yes 18.25 No 1.55 Yes Yes No Yes Yes Good 9.25 Yes 0 1257 Yes 2.05 Yes Yes No Good 4.1 Yes 0 1258 Yes No 11.8 Yes Yes No Fair 4.1 Yes 0 1259 Yes No 6.95 i o N/A No Yes Yes Yes Good NA Yes 0 1260 Yes 2.95 Yes 1 Yes Yes •o No Yes Yes Yes Good 7.25 Yes 0 1261 Yes 3.2 Yes .3 Yes No Yes Yes Yes Fair 2.35 No 0 1262 Yes 3.3 Yes 1 Yes Yes No Good 3.05 Yes 0 1280 Yes 3 Yes .4 1UPI Yes - Fair 3.75 Yes 0 1281 Yes 3.9 No Yes Fair 2.4 No 0 1282 Yes 7.05 Yes .5 Yes Yes Yes Yes Yes Yes Good 1.55 Yes 0 1283 Yes 6.2 Yes .7 No Yes Yes Good 3.55 Yes 0 1284 Yes 6.2 Yes .2 No Yes Yes Good 6 Yes 0 1285 Yes 3.4 Yes .8 Yes Yes Yes Yes Yes Good 2.7 Yes 0 1286 Yes 11.55 No 1.45 Yes Yes Yes Good 1.75 No 0 1287 0 1288 0 1308 Yes 4.5 Yes .95 Yes Yes Yes Yes Yes Yes Good 3.1 Yes 0 1309 Yes 1.8 Yes 3.05 I. Yes o I Yes Yes Yes Good 3.1 Yes 0 1310 Yes 5.3 Yes 2.35 No Yes No No Yes Yes Yes Good 2.05 Yes 0 1311 Yes 2.05 Yes 4.45 No Yes No No Yes Yes Yes Good 4.45 No 0 1312 Yes 3.55 Yes 3.65 No Yes No No Yes Yes Yes Good 2.95 No 0 1313 Yes 4.6 Yes No Yes Yes No Yes Yes Yes Yes Yes Yes Good Good 3.9 .95 Yes Yes 0 0 1314 Yes 5.3 Yes No Yes 1315 Yes 2.35 Yes 1.9 Yes Yes Yes Yes Yes Yes Good .95 Yes 0 1316 Yes 9.15 2 Yes Yes No Yes Yes Yes Good 2.4 Yes 0 1317 Yes 10.5 'o 2 Yes Yes No No Yes Yes Yes Good 3.1 Yes 0 1318 Yes 9.1 No 1 Yes Yes No No Yes Yes Yes Good 2.4 Yes 0 1319 Yes 7.75 Yes Yes No Yes Yes Yes Good 4.85 Yes 0 1320 Yes 9.8 No 1.1 Yes Yes No Yes Yes Yes Yes Good 2.15 Yes 0 1321 Yes 10.2 No 3.75 Yes No Yes Yes Yes Good 4.25 Yes 0 1322 Yes 12 No 4.15 Yes No Yes Yes Yes Good 5.05 Yes 0 1323 Yes 8.35 No 2.7 Yes No Yes Yes Yes Good 2.75 Yes 0 1324 Yes 1.9 Yes Yes No • Yes Yes Yes Good 2.5 Yes 0 1325 Yes 5.55 Yes 1.45 Yes Yes No Yes Yes Yes Yes Good 2.15 Yes 0 1326 Yes 7.05 Yes .15 Yes Yes No Yes Yes Yes Good 4.35 Yes 0 1327 Yes 5.65 Yes No Yes No Yes Yes Yes Yes Good 2.25 Yes 0 1328 Yes 2.7 Yes 1.35 Yes Yes N Yes Yes Yes Yes Good 2.75 Yes 0 1329 Yes 1.3 Yes No Yes No Yes Yes Yes Good 2.15 Yes 0 1330 Yes 4 Yes .8 No I Yes No Yes Yes Yes Good 2.85 Yes 0 1331 Yes 1.1 Yes 2.95 No Yes N • Yes Yes Yes Good 3.65 Yes 0 1332 Yes 3.4 Yes .15 No Yes N. Yes Yes Yes Good 4 Yes 0 1333 Yes 3.4 Yes •5 No Yes No Yes Yes Yes Yes Good 2.4 Yes 0 1334 Yes 5.6 Yes .4 Yes Yes Yes Yes Yes Yes Yes Good 1.7 Yes 1 1335 Yes 5.55 Yes Yes Yes Yes Yes Yes Good 4.45 Yes 0 1336 Yes 3.2 Yes .85 Yes Yes Yes Yes Yes Yes Good 2.15 Yes 0 1337 Yes 5.9 Yes 1.55 Yes Yes Yes Yes Yes Yes Yes Good 2 Yes 1 1338 Yes 7.65 Yes .65 Yes Yes Yes Yes Yes Yes Good 3.2 Yes 0 1339 Yes 5.9 Yes .25 Yes Yes Yes Yes Yes Yes Good 1.1 Yes 0 1340 Yes 7.05 Yes 1.3 Yes Yes Yes Yes Yes Good 2.4 Yes 0 1341 Yes 3.05 Yes Yes Yes Yes Yes Yes Yes Good 1.2 Yes 0 1342 Yes 0 1343 Yes 2.85 Yes 1.8 Yes Yes Yes Yes Yes Yes Good 2.35 Yes 0 12 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1344 Yes 7.25 Yes .95 Yes Yes Yes Yes Yes Good 2.15 Yes 0 1345 Yes 5.4 Yes 1.2 Yes Yes Yes Yes Yes Yes Yes Good 2 Yes 1 1346 Yes No 2.6 Yes Yes Yes Yes Good 4.1 Yes 0 1347 Yes 7.75 Yes Yes Yes Yes Yes Yes Good 1.35 Yes 0 1348 Yes 7.75 Yes 1.8 Yes Yes Yes Yes Yes Yes Yes Good 2 Yes 1 1349 Yes 5.85 Yes .95 Yes Yes No Yes Yes Yes Yes Good 3.05 Yes 0 1350 Yes 4.95 Yes .1 Yes No Yes Yes Yes Yes Fair 2.95 Yes 0 1351 Yes 5.15 Yes 0 Yes Yes N Yes Yes Yes Yes Good 2.35 Yes 0 1352 Yes 6.25 Yes Yes No Yes Yes Yes Yes Good 2.4 Yes 0 1353 Yes 2.35 Yes 0.05 Yes Yes Yes Yes Yes Yes Good .5 Yes 0 1354 Yes 1.2 Yes 1.2 Yes Yes N/A Yes Yes Yes Yes Good nA Yes 1 1355 Yes 3.55 Yes .4 Yes Yes Yes Yes Yes Yes Yes Good 1.2 Yes 1 1356 Yes 7.65 Yes .05 Yes Yes Yes Yes Yes Yes Good 2.25 Yes 0 1357 Yes 2.6 Yes No Yes Yes Yes Good 2.85 Yes 0 1358 Yes 7.65 Yes 2.75 Yes No Yes Yes Yes Good 2.75 Yes 0 1359 Yes 5.4 Yes 2 Yes Yes No Yes Yes Yes Yes Good 2.5 Yes 0 1360 Yes Ill NO 2.15 1. Yes No Yes Yes Yes Good 3.05 Yes 0 1361 Yes 4.25 Yes Yes Yes Yes Yes Yes Fair 2.05 Yes 0 1362 Yes 5.75 Yes 1.8 Yes Yes Yes Yes Yes Yes Good 3.2 Yes 0 1363 Yes 6.9 Yes 1.1 Yes Yes Yes Yes Yes Yes Good 4.15 Yes 0 1364 Yes 4.5 Yes 2 Yes Yes Yes Yes Yes Yes Good 2.15 Yes 0 1365 Yes 1.1 Yes Yes Yes Yes Yes Yes Good 2.5 Yes 0 1366 Yes 7.65 Yes 1.3 Yes Yes Yes Yes Yes Yes Good 2.7 Yes 0 1367 Yes 7.85 Yes 2 Yes Yes Yes Yes Yes Yes Yes Good 1.8 Yes 1 1368 Yes 7.25 Yes 1.1 Yes Yes Yes Yes Yes Yes Good 2.25 Yes 0 1369 Yes 6.1 Yes Yes Yes Yes Yes Yes Good 4.1 Yes 0 1370 Yes 2.4 Yes Yes Yes Yes Yes Good 2.15 Yes 0 1371 Yes 5.15 Yes .85 Yes Yes N/A Yes Yes Yes Good 2.6 Yes 0 1372 Yes 0 Yes 1.9 Yes Yes Yes Yes Yes Yes Good 2.25 Yes 0 1488 Yes 3.3 Yes Yes Yes Yes Yes Good 2.15 Yes 0 1489 Yes .3 Yes .85 Yes Yes Yes Yes Yes Yes Yes Good .6 Yes 1 1490 Yes 1.35 Yes 1.65 Yes Yes Yes Yes Yes Yes Good 2.5 Yes 0 1491 Yes .15 Yes .95 Yes Yes N/A Yes Yes Yes Yes Good Na Yes 1 1503 Yes - 6.35 Yes Good 4.35 Yes 0 1504 Yes 2.35 Yes Yes - Good 2.95 Yes 0 1505 Yes 4.85 Yes 2 Yes Yes J Yes Yes Yes Yes Good 2.85 Yes 0 1507 Yes .85 Yes .25 Yes Yes N/A Yes Yes Yes Good NA Yes 0 1508 Yes 3.9 Yes Yes Yes Yes Yes Yes Good 2.7 Yes 0 1509 Yes 5.15 Yes I Yes Yes Yes Yes Yes Good 6.2 Yes 0 1510 Yes 4.25 Yes Yes N/A Good NA Yes 0 1511 Yes .65 Yes 1.65 Yes Yes Yes Yes Yes Good 2.4 Yes 0 1512 Yes 6.45 Yes rr Yes Yes No Yes Yes Yes Good 1 Yes 0 1513 Yes 5.3 Yes Yes Yes No Yes Yes Yes Good 1.2 Yes 0 1514 Yes 11.1 No 0 Yes Yes No Yes Yes Yes Good 2.75 Yes 0 1515 Yes 111 8.55 No 1.9 Yes Yes Yes No Yes Yes Yes Good 1 Yes 0 1516 Yes .05 Yes Yes No Yes Yes Yes Good 2.25 Yes 0 1517 Yes 10.3 No 1.2 Yes Yes No Yes Yes Yes Good 2.4 Yes 0 1518 Yes 9.1 No 1.9 Yes Yes No Yes Yes Yes Good 2.25 Yes 0 1519 Yes 9.7 No .75 Yes Yes No No Yes Yes Yes Good 3.8 Yes 0 1526 Yes 14.05 No iii 7.6 Yes Yes No Fair 1.9 Yes 0 1527 Yes 11.3 No 2 Yes Yes No No Yes Yes Yes Good 2.15 Yes 0 1528 Yes 8.8 No .5 Yes Yes No No Yes Yes Yes Good 2.15 Yes 0 1529 Yes 6.55 Yes No 111 Yes No No Yes Yes Yes Good 3.4 Yes 0 1530 Yes 9 No 2.5 No Yes No No Good 3.1 Yes 0 1531 Yes 17.8 No 7.95 No No No No Yes Yes Yes Good 5.4 Yes 0 1532 Yes 6.6 Yes iih No No No Yes Yes Yes Good 4.1 Yes 0 1533 Yes 11.65 No 1.8 Yes Yes No Yes Yes Yes Good 3.9 Yes 0 1534 Yes 8.3 Yes No Yes No Yes Yes Yes Fair 3.55 No 0 1535 Yes ,5 No 4.15 Yes No Yes Yes Yes Yes Good 5.4 No 0 1540 Yes 3.45 Yes .6 Yes Yes No Yes Yes Yes Good 5.75 Yes 0 1542 Yes 11.55 No 1.9 Yes Yes N/A No Fair NA No 0 1543 Yes .95 Yes Yes No No Good 2.6 No 0 1544 Yes 13.05 No 2.85 Yes No No Good 8.65 Yes 0 1545 Yes 8.65 No 1.65 Yes Yes No No Fair 2.15 No 0 1546 Yes 12.6 No 1.1 Yes Yes No Fair 4.6 No 0 13 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1547 Yes _ 10.65 No 4 1111 No Yes No No Fair 4.35 No 0 1548 Yes 8.3 Yes 4.7 No Yes No No Good 2.35 Yes 0 1549 Yes 4.25 Yes 6.35 No Yes No No No Yes Yes Good 5.9 Yes 0 1550 Yes 5.3 Yes .25 Yes Yes No No No Yes Yes Good 4.7 Yes 0 1551 Yes 5.3 Yes p 2.15 No Yes No Yes No Yes iii Yes Good 4.45 Yes 0 1552 Yes 8.3 Yes 8.65 No Yes No No No Yes Yes Good 2.75 Yes 0 1553 Yes No 6.8 No Yes No No Good 8.2 Yes 0 1554 Yes 7.75 Yes 9 No Yes No ii No Fair 3.65 No 0 1555 Yes 7.75 Yes 4.6 No Yes No Good 3.1 Yes 0 1556 Yes10.15 7.25 No Yes N/A No Fair 5.4 Yes 0 1557 Yes 11.7 3.2 No Yes Yes No Good 1.1 Yes 0 1558 Yes 5.2 Yes 1.3 Yes Yes No No Fair Ponding 4.95 No 0 1559 Yes .6 Yes No Yes No No Good 3.45 Yes 0 1560 Yes 1.7 Yes 5.65 No Yes No No Fair 5.55 Yes 0 1561 Yes 2.6 Yes 4.8 No Yes No No Good 2.75 Yes 0 1562 Yes 4.95 Yes 4.6 No Yes No No Good 2.25 Yes 0 1563 Yes 1.2 Yes 2.15 No Yes No Yes Good 2.6 Yes 0 1564 Yes 2.85 Yes Yes Yes Good 3.05 No 0 1565 Yes 11.1 No 1.7 Yes Yes Yes No Yes Yes Yes Good 1.7 Yes 0 1566 Yes No al 0.85 Yes Yes Yes No Yes Yes Yes Good 2 Yes 0 1567 Yes 7.65 Yes 1 Yes Yes Yes No Yes Yes Good 2 Yes 0 1568 Yes 8.55 .65 Yes Yes Yes No Yes Yes Yes Good .65 Yes 0 1569 Yes 7.5 Yes 1.35 Yes Yes No Yes Yes Yes Good 2.7 Yes 0 1570 Yes 5.15 Yes Yes No Yes Yes Yes Good 2 Yes 0 1571 Yes 3.75 Yes Yes No Yes Yes Yes Good 2.4 Yes 0 1572 Yes 4.95 Yes 0.05 Yes Yes No Yes Yes Good 2.7 Yes 0 1573 Yes 5.65 Yes .65 Yes Yes Yes Yes Yes Good 1.9 Yes 0 1574 Yes 3.8 Yes .6 Yes Yes Yes Yes Yes Yes Yes Good .75 Yes 1 1575 Yes 5.5 Yes 2 Yes Yes Yes Yes Yes Yes Yes Good 1.1 Yes 1 1576 Yes 5.85 Yes .95 Yes Yes Yes Yes Yes Yes Yes Fair 1.35 Yes 1 1577 Yes 6.2 Yes 1 Yes Yes Yes Yes Yes Good 3.1 Yes 0 1578 Yes 5.3 Yes 1.45 Yes Yes Yes Yes Yes Good 2.5 Yes 0 1579 Yes 2.85 Yes 1 Yes Yes Yes Yes Yes Yes Yes Good .65 Yes 1 1664 Yes - 1.35 Yes Yes Yes 11111111.11 Ponding .25 No 0 1665 Yes 6 Yes .65 Yes Yes Yes Yes Yes Yes Good 5.05 No 0 1666 Yes 3.8 Yes 1.9 Yes Yes Yes Yes Yes Yes Fair 2.5 No 0 1668 Yes 9.15 No .95 Yes Yes Yes Yes Yes Yes Good 3.9 Yes 0 1669 Yes 7.05 Yes .6 Yes Yes Yes Yes Good 1.2 Yes 1 1671 Yes r- 8.65 No 3.05 o Yes Yes Yes Yes Yes Good 3.2 Yes 0 1672 Yes 2.95 Yes No Yes Yes Yes Yes Yes Fair 4.85 Yes 0 1673 Yes 8 Yes 2.85 No II Yes Yes Yes Yes Good 3.1 No 0 1674 Yes 6.2 Yes 3.55 No Yes Yes Yes Yes Fair 1.8 Yes 0 1675 Yes 4.45 Yes 6.1 No Yes Yes Yes Yes Yes Yes Good 1.35 Yes 0 1676 Yes 7.05 Yes 3.45 1 Yes Yes Yes Yes Yes Fair 2.75 No 0 1677 Yes 4.8 Yes 2.95 Yes Yes Yes Yes Yes Yes Good 1.7 Yes 0 1678 Yes 1 Yes .3 Yes Yes No Yes Ponding 3.2 No 0 1679 Yes 1.35 Yes N,.7 Yes No Yes Yes Fair 3.05 Yes 0 1680 Yes 8.2 Yes .25 Yes Yes Fair 2.5 Yes 0 1681 Yes No .65 Yes Yes Good 1 Yes 0 1682 Yes 7.5 Yes 1.55 Yes Yes Yes Yes Fair 1.45 Yes 1 1683 Yes No 3.8 Yes Good 4.85 Yes 0 1684 Yes 6.55 Yes Yes Yes Fair 1.35 No 0 1685 Yes4.5 [NO4 Yes No No 'oor Ponding 2.25 Yes 0 1686 Yes .65 Yes Yes Yes No Poor .95 No 0 1687 Yes .75 Yes Yes No No Good 3.55 No 0 1688 Yes 2.75 Yes 3111111i Yes No Yes Yes Yes Good 5.85 Yes 0 1689 Yes .15 Yes i 4.25 il Yes N/A No Yes Yes Yes Fair 3.1 Yes 0 1690 Yes 4.85 Yes .5 Yes Yes Yes No Yes Yes Yes Good 1.55 Yes 0 1691 Yes 2.6 Yes 11.11.15 Yes No Yes Yes Yes Fair 6.35 No 0 1692 Yes 2 Yes 1.7 Yes Yes 11 No Yes Yes Yes Good NA Yes 0 1693 Yes 3.75 Yes Yes No Yes Yes Yes Good 2.35 No 0 1694 Yes 2.7 Yes Yes Yes Yes Yes Good 2.15 No 0 1695 Yes .95 Yes .6 Yes Yes Yes Yes Yes Yes Good 1.7 No 1 1696 Yes 4.1 Yes .3 Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 1730 Yes 3.4 Yes Fair Ponding 7.15 No 0 14 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1731 Yes 26 No 4 No N. Fair Ponding 4.35 No 0 1732 Yes 20.85 No 1.7 Yes No N Yes Yes Yes Fair 4.05 No 0 1733 Yes 6.8 Yes No No Fair 3.5 Yes 0 1734 Yes 16.35 No 2.7 No N. Fair Ponding 2.6 No 0 1735 Yes 18.35 No .95 Yes No N Fair 2.85 Yes 0 1736 Yes 11.35 No .3 Yes Yes No Yes Good 2.25 Yes 0 1737 Yes 26.3 No .65 Yes No Fair 2.35 No 0 1738 Yes 13.6 No 2.4 Yes No Good 2.15 Yes 0 1739 Yes 22.15 No 1.3 Yes Yes No Good 2.75 Yes 0 1740 Yes 15.35 No 1.1 Yes Yes No Good 2.05 No 0 1741 Yes 18.25 No 1.5 Yes No No Fair Ponding 3.3 Yes 0 1742 Yes 3.05 Yes No No Yes Yes Yes Good 8 Yes 0 1743 Yes .5 No 2.25 KI" No Yes Yes Yes Good 5.85 Yes 0 1744 Yes 5.15 Yes 3.1 Yes N Fair 2.35 Yes 0 1745 Yes 8.65 No .75 Yes Yes N. Good 4.25 Yes 0 1746 Yes 4.85 No 1.2 Yes Yes No Yes Yes Yes Good 3.1 Yes 0 1747 Yes 4.95 Yes 1.8 Yes Yes Yes Yes Good 3.2 Yes 0 1748 Yes 4.15 Yes 1.45 Yes Yes Yes Good 2 Yes 1 1749 Yes 1.8 Yes .95 Yes Yes N/A Good NA Yes 1 1750 Yes 5.5 Yes .25 Yes Yes Yes Yes Yes Good 2.15 Yes 0 1751 Yes 13.05 No III 1.65 Yes Yes No Fair Ponding 3.55 No 0 1752 Yes 7.65 Yes 3.05 Yes No Good 4.6 Yes 0 1753 Yes 11.9 No 2.05 Yes No Good 2.15 Yes 0 1754 Yes 6 Yes 2.6 41 Yes No Fair 5.3 Yes 0 1755 Yes 5.4 Yes lia2.6 No Yes No Fair 3.9 Yes 0 1756 Yes 7.95 Yes 1 Yes Yes No Good 2.95 Yes 0 1757 Yes 5.05 Yes 2.05 Yes No Yes Fair Ponding 1 Yes 0 1758 Yes 7.5 Yes 1 Yes Yes No Yes Good 4.5 Yes 0 1759 Yes 5.5 Yes 35 Yes No Yes Good 4.35 Yes 0 1760 Yes 8.2 Yes 5 ■ Yes No Yes Good 2.85 Yes 0 1761 Yes 6.25 Yes .6 Yes Yes No Yes Fair Ponding 5.65 Yes 0 1762 Yes 5.15 Yes .5 Yes Yes No Fair 2.35 Yes 0 1819 Yes 3.1 Yes Yes Yes Good 3.1 Yes 0 1820 Yes 7.75 Yes Yes W No Good 3.3 Yes 0 1821 Yes 21.15 No 1.35 Yes . Fair Ponding 3.65 No 0 1822 Yes 8.1 Yes 1.65 Yes No Fair 4.35 No 0 1823 Yes 15.45 No 1.2 Yes No Fair 2.25 No 0 1824 Yes 17.95 No .6 Yes No N Fair 2.6 Yes 0 1825 Yes 10 No 1 Yes No No Yes Fair 1.4 No 0 1826 Yes 16.6 No .85 Yes • Yes 1.5 No 0 1827 Yes 1.55 Yes Yes N Fair 4.25 Yes 0 1828 Yes 7.85 Yes .95 Yes Yes No Fair Ponding 4.45 Yes 0 1829 Yes 7.6 Yes .5 Yes Yes N. Yes Yes Yes Yes Good 3.2 Yes 0 1830 Yes 4.95 Yes Yes N Yes Yes Yes Yes Fair Ponding 3.2 Yes 0 1831 Yes 7.3 Yes .85 Yes Yes No Fair Ponding 5.2 Yes 0 1832 Yes 5.55 Yes Yes N. Yes Fair 5.3 Yes 0 1833 Yes 1.8 Yes N Yes Fair 1.8 Yes 0 1834 Yes 1.65 Yes No Fair 1.45 No 0 1835 Yes 13.95 N. 1.45 Yes No No Good 3.1 Yes 0 1836 Yes 26.5 2.4 r No N P 4.45 No 0 1837 Yes 4.35 Yes 1.2 Yes No No Yes Yes Yes1. Po 3.4 No 0 1838 Yes 25.2 No 2.25 No No Fair 2.6 No 0 1839 Yes 25.4 No .95 Yes No N Fair 3.75 No 0 1840 Yes 33.35 No 1 Yes No N. Yes Yes Yes Fair 1.5 Yes 0 1841 Yes 19.6 No .95 Yes No No Fair 5.05 Yes 0 1842 Yes 20.3 No .5 Yes No No Fair 2.85 No 0 1843 Yes 18.4 No 1.2 Yes No No Fair 2.35 Yes 0 1844 Yes 14.85 No .3 Yes No No Good .85 Yes 0 1845 Yes 23.05 No 3.2 Yes N Good 4.15 No 0 1846 Yes 11.5 1.2 Yes Yes Yes Fair 2.25 No 0 1847 Yes 9.8 1.3 Yes Yes Good 2.05 Yes 0 1848 Yes 7.3 Yes .75 Yes Yes Yes Yes Fair Ponding 1.65 Yes 1 1849 Yes 2.15 Yes 3.1 Yes Yes . Good 1 Yes 0 1850 Yes 7.5 Yes 2.35 ■ Yes Yes Yes Fair Ponding .6 No 0 1851 Yes 5.15 Yes 1.2 Yes Yes Yes Fair 1.35 Yes 0 15 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 1852 Yes 4.8 Yes 1.45 Yes Yes • Yes Good 3.1 No 0 1853 Yes 9.5 No 4.5 Yes Good 3.4 Yes 0 1854 Yes 5.05 Yes Yes Good 3.3 Yes 0 1855 Yes 13 No 2.15 Yes Fair 2.85 No 0 1856 Yes 10.4 No 2.35 Yes Yes Yes Fair 1.5 Yes 0 1857 Yes 5.5 Yes 1.9 Yes Yes Good 2.05 Yes 0 1858 Yes 3.75 Yes 1.35 Yes Yes Yes Yes Yes Yes Good 2.05 Yes 0 1859 Yes 5.05 Yes 0.5 Yes Yes Yes Yes Yes Yes Good 2.35 Yes 0 1860 Yes 2.7 Yes .6 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 1861 Yes 3.9 Yes .95 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 1862 Yes 5.65 Yes .6 Yes Yes Yes Yes Yes Yes Yes Good 1.1 Yes 1 1863 Yes 3.2 Yes Yes Yes Yes Yes Yes Yes Good 1.7 Yes 0 1864 Yes 4.85 Yes Yes Yes Yes Yes Yes Yes Good 1.5 Yes 0 1870 Yes .25 Yes Yes Yes Yes Fair 1.7 Yes 0 2214 Yes 3.9 Yes 3.55 Yes Fair 2.95 Yes 0 2215 Yes 1.8 Yes .85 Yes Yes Yes Good 1.9 Yes 1 2216 Yes .4 Yes Yes Yes Fair 1.9 Yes 0 2217 Yes 3.25 Yes Yes Yes Good 1.55 Yes 0 2222 Yes 13.25 No 3.75 Yes Fair 7.05 No 0 2223 Yes 4.8 Yes 1.65 Yes Yes Yes Fair 1.9 No 1 2224 Yes 4.8 Yes 1.35 Yes Yes Fair 4.35 No 0 2225 Yes 6.8 Yes No ■ Yes Yes Fair 1.9 No 0 2226 Yes 4.45 Yes .05 Yes Yes Yes Good .75 Yes 0 2227 Yes 3.05 Yes .5 Yes Yes Yes Good .6 Yes 0 2228 Yes 4.8 Yes 3.1 No Yes Good 2.05 No 0 2229 Yes .75 Yes Yes Yes Yes Yes Yes Good 3.75 No 0 2230 Yes 2.85 Yes 2.6 No Yes Yes Good 1.35 Yes 0 2231 Yes 4.8 Yes 2.4 No Yes Yes Good .6 No 0 2232 Yes 2 Yes Yes Yes Yes Good .65 No 0 2233 Yes 3.8 Yes 3.8 No Yes Yes Yes Good 1.1 Yes 0 2234 Yes 3.65 Yes No Yes Yes No Good 4.35 No 0 2235 Yes 7.65 Yes 1.65 Yes Yes No Good 4 Yes 0 2236 Yes 6.7 Yes No Yes No Fair 3.3 Yes 0 2237 Yes 6 Yes .3 Yes Yes No Fair 3.45 No 0 2238 Yes 7.65 Yes 1.7 Yes Yes No Good 4.15 Yes 0 2239 Yes 8.3 Yes e8 No Yes Yes No Good Ponding 1.55 Yes 0 2240 Yes 3.45 Yes 1.8 Yes Yes No Good 2.25 Yes 0 2241 Yes 6.95 Yes 11111 Yes N• No Good 2.25 Yes 0 2242 Yes 1.2 Yes Yes N/A No Fair NA Yes 0 2243 Yes 6 Yes .6 Yes Yes No No Good 2.4 Yes 0 2244 Yes 4.35 Yes 1.2 Yes Yes No No Good 1.65 Yes 0 2245 Yes 5.15 Yes .- Yes • No Good 4.7 Yes 0 2246 Yes 1.1 Yes .5 Yes Yes No Good 1.9 Yes 0 2247 Yes 1.9 Yes .85 Yes Yes No No Good 3.05 Yes 0 2248 Yes 1 Yes .05 Yes Yes N/A No Good NA Yes 0 2249 Yes 5.3 Yes .3 Yes Good 3.8 Yes 0 2250 Yes 9.35 No 1.45 Yes Yes Fair 3.1 Yes 0 2251 Yes 5.15 Yes Yes Yes Fair 2.25 Yes 0 2252 Yes 1.8 Yes Yes Yes Fair 1.8 No 0 2253 Yes 2.05 Yes 1.8 Yes Yes Yes No Good 1.9 Yes 0 2254 Yes 4.1 Yes .6 Yes Yes Yes No Good 1.9 Yes 0 2255 Yes - 2.75 Yes No ii Good 2.85 Yes 0 2256 Yes 5.65 Yes 1.2 Yes Yes No Good 2.25 Yes 0 2257 Yes 5.3 Yes 1.9 Yes Yes Yes No Good 1.2 Yes 0 2258 Yes 8.1 Yes .05 Yes Yes Yes No Good 2.75 Yes 0 2259 Yes 8.3 Yes 1.55 Yes Yes Good 2.35 Yes 0 2260 Yes 3.1 Yes 1.35 Yes Yes Yes No Good 1.8 Yes 0 2261 Yes 7.3 Yes .85 Yes Yes No Good 2.4 Yes 0 2262 Yes 7.6 Yes .6 Yes Yes Yes No Good 1.2 Yes 0 2263 Yes Mk. 9.45 No . .65 Yes Yes No Good 4.35 Yes 0 2264 Yes 8.1 Yes 1.3 Yes Yes Yes No Good 1.2 Yes 0 2265 Yes No . 1.2 Yes Yes Yes No Good 1.2 Yes 0 2266 Yes 6.95 Yes .85 Yes Yes Yes No JoFair Ponding 1.45 Yes 0 2267 Yes 6.35 Yes Yes Yes Fair 3.55 No 0 2268 Yes 3.65 Yes Yes No V Good 3.05 Yes 0 16 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2269 Yes 2.25 Yes 3.05 Yes Yes Yes Good 1.65 Yes 0 2270 Yes 2.5 Yes 3.55 Yes Yes Good 1.7 Yes 0 2271 Yes 1.35 Yes 1.8 Yes Yes Yes Good 2.6 Yes 0 2272 Yes 3.3 Yes - Yes N/A Yes Good 2.85 Yes 0 2273 Yes 7.95 Yes Yes Fair 4.6 No 0 2274 Yes 1.9 Yes Yes Good 5.85 No 0 2275 Yes 5.05 Yes 1.7 Yes Yes Yes Good 1.1 Yes 0 2276 Yes 5.4 Yes .25 Yes Yes Yes Good 1.1 Yes 0 2277 Yes 2.6 Yes Yes Yes Good 1.3 No 0 2278 Yes No 1.9 Yes Yes Yes Good 1 Yes 0 2279 Yes No .5 Yes Yes No Fair 4.45 No 0 2280 Yes 6.9 Yes Yes No Fair 2.25 No 0 2281 Yes 6.2 Yes Yes No Fair 3.45 No 0 2282 Yes 7.05 Yes 1 Yes Yes Yes No Good 1.35 Yes 0 2283 Yes 6.45 Yes 3.75 Yes Yes No Fair 2 Yes 0 2284 Yes 3.2 Yes Yes No Good 1.65 Yes 0 2285 Yes 5.3 Yes 7 Yes No Good 3.45 No 0 2286 Yes 7.05 Yes .5 Yes No Good 2.5 Yes 0 2287 Yes 2.4 Yes 1.55 Yes Yes N/A No Good 2.7 Yes 0 2288 Yes 4.35 Yes 1 Yes Yes No Good 2.85 Yes 0 2289 Yes 6.2 Yes 5 Yes No Good 4.7 Yes 0 2290 Yes 7.25 Yes 11111 .1 Yes No Good 2.7 No 0 2291 Yes 6.45 Yes .3 Yes Yes Yes No Good 1.7 No 0 2292 Yes No .15 Yes Yes Yes Good .6 Yes 0 2293 Yes 4.45 Yes 1.8 Yes Yes Yes Yes Fair 1.9 No 1 2294 Yes 8.55 No . 4.15 Yes Good 2.5 Yes 0 2295 Yes 4.85 Yes .05 Yes Yes Yes Yes Good 1.2 Yes 1 2296 Yes 4.85 Yes 1.7 Yes Yes N/A Yes Good .5 Yes 1 2297 Yes 6.6 Yes .25 Yes Yes Yes Good .95 Yes 0 2298 Yes 9.25 .25 Yes Yes Yes Good .3 Yes 0 2299 Yes 9.25 No 1 Yes Yes Yes Good 3.1 Yes 0 2300 Yes 4.25 Yes Good 4.15 Yes 0 2301 Yes 7.5 Yes Yes Yes Yes Good 1.65 Yes 0 2302 Yes 5.55 Yes .85 Yes Yes Good 3.4 Yes 0 2303 Yes 7.6 Yes .95 Yes Yes N/A Good NA Yes 0 2304 Yes Ir. 10.3 No 2.85 Yes N/A Yes Good NA Yes 0 2305 Yes 2.35 Yes r Yes - Good 2.75 Yes 0 2306 Yes 6.2 Yes Yes No Fair 2.4 Yes 0 2307 Yes :. 5 .3 Yes Yes Yes No Good 1.3 Yes 0 2308 Yes 5.2 Yes 1.3 Yes Yes No Good 2.5 No 0 2309 Yes 5.5 Yes .75 Yes Yes No Good 2.25 Yes 0 2310 Yes 1.55 Yes 11112. , Yes Yes Yes Fair .85 Yes 0 2311 Yes 3.65 Yes .5 Yes Yes Yes Yes Good 1.7 Yes 1 2312 Yes 2.35 Yes .1111111 Yes Yes Good 2.5 Yes 0 2313 Yes 3.3 Yes .7 Yes Fair 2.15 Yes 0 2314 Yes 5.4 Yes .55 No III Yes N/A Yes Good 3.65 Yes 0 2315 Yes 4.1 Yes 5.15 No Yes Good 2.6 Yes 0 2316 Yes 2.75 No i Yes o Good 2.85 Yes 0 2326 Yes 4.1 Yes 5.5 Yes No No Fair 3.2 No 0 2327 Yes 5.85 Yes 4.35 Yes No No Fair 2.6 No 0 2328 Yes 1.45 Yes Yes o No Good 3.1 No 0 2329 Yes 13.6 No 1.8 Yes Yes Yes No Good 1 Yes 0 2330 Yes 9.35 No 1.9 Yes Yes No Good 2.75 Yes 0 2331 Yes 4.85 Yes 2.05 Yes No Good 2.25 Yes 0 2332 Yes 11111 11.1 No 3.4 Yes No Good 2.25 Yes 0 2333 Yes 7.6 Yes 10.4 Yes Yes No Good 1 Yes 0 2334 Yes 1.35 Yes Yes No Good 2.5 Yes 0 2335 Yes 6.35 Yes 2.5 Yes Yes No Good 2 Yes 0 2336 Yes 8.3 Yes lb. 2.95 Yes Yes No Good 1.2 Yes 0 2337 Yes 5.4 Yes .6 Yes Yes No Good 2.85 Yes 0 2338 Yes 1.65 Yes Yes No Good 2.6 Yes 0 2339 Yes eliMa- 1.45 Yes Yes Yes No Good 1.45 Yes 0 2340 Yes 3.9 Yes Yes No Good .85 Yes 0 2341 Yes 7.15 Yes 1.35 Yes Yes Yes No Good 1.7 Yes 0 2342 Yes 8 Yes .75 Yes Yes No Fair 2.35 No 0 17 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2343 Yes 8.2 Yes 4.15 No Yes No Fair 2.5 No 0 2344 Yes , • 1 Yes Yes No Good 2.7 Yes 0 2345 Yes 6.2 Yes •.6 No Yes Yes No Good 1.3 Yes 0 2346 Yes 2.6 Yes c.2 No Yes Yes No Good 2.4 Yes 0 2347 Yes 8.3 Yes 4 No Yes Yes No Good 2 Yes 0 2348 Yes 4 Yes 1.7 Yes Yes No Good 2.35 No 0 2349 Yes 16.1 o 2.7 No Yes No No Good 4.1 Yes 0 2350 Yes 8.65 1.45 Yes Yes No No Fair 2.25 No 0 2351 Yes 4 Yes No Yes No No Good 2.7 No 0 2352 Yes 3.8 Yes 2.6 No Yes No No Good 3.4 Yes 0 2353 Yes 6.6 Yes 3.4 No Yes No No Yes Yes Yes Good 2.95 Yes 0 2354 Yes 5.55 Yes 2.05 No Yes Yes Yes Yes Good 2.15 Yes 0 2355 Yes 7.65 Yes 3.55 No Yes N/A Yes Yes Yes Yes Good NA Yes 0 2356 Yes 6.1 Yes 2.1 No Yes Yes Yes Yes Yes Good 3.75 Yes 0 2357 Yes 8 Yes 2.85 No Yes No Yes Yes Yes Good 3.9 Yes 0 2358 Yes 5.5 Yes 3.05 No Yes No No Good 4.85 Yes 0 2359 Yes 7.5 Yes 2.6 No Yes Yes No Good 1.2 Yes 0 2360 Yes 5.05 Yes 2.25 No Yes No Good 3.65 Yes 0 2361 Yes 6.2 Yes 3.4 No Yes No 4 Good 2.35 Yes 0 2362 Yes 2.75 No Yes No Good 4.5 Yes 0 2363 2364 Yes Yes 1.3 1.35 Yes Yes Yes Yes Yes No No Good Good 2.35 1 Yes Yes 0 0 5.85 Yes 2365 Yes 6.95 Yes No Yes No Good 2.25 Yes 0 2366 Yes 7.25 Yes .7 No Yes No No Good 2.25 Yes 0 2367 Yes 6.25 Yes 6.1 No Yes No No Good 3.2 Yes 0 2368 Yes 7.4 Yes 1.1 Yes Yes • No Good 4 Yes 0 2369 Yes 5.15 Yes .95 No Yes Yes No Fair 1.9 Yes 0 2370 Yes 2.15 Yes 5.2 No Yes No Good 2.35 Yes 0 2371 Yes 4.5 Yes 1.2 Yes Yes Yes Yes Good 1.65 Yes 1 2372 Yes 7.15 Yes 2.6 No Yes ` No No Good 2.15 Yes 0 2373 Yes 4.6 No Yes N/A No Fair NA Yes 0 2374 2375 Yes Yes 4.0 2.35 No No Yes Yes No No Good Good 2.6 2.85 No Yes 0 0 1.45 Yes 2376 Yes 7.5 Yes 2.7 No Yes No Good 2.15 Yes 0 2377 Yes 5.75 Yes 3.3 No Yes No Good 4.6 Yes 0 2378 Yes 6.6 Yes 2.75 No Yes Yes Yes Good 1.65 Yes 0 2379 Yes 7.25 Yes 1.45 Yes Yes Yes No Fair 2 No 0 2380 Yes 3.4 Yes No Yes Yes No Good 1.9 No 0 2381 Yes 7.3 Yes 3.55 No Yes No Good 2.85 Yes 0 2382 Yes 3.9 Yes 5.4 No Yes No Good 5.05 Yes 0 2383 Yes 1MI 4.1 No Yes Yes No Good 1.95 Yes 0 2384 Yes 5.85 Yes 6.6 No Yes No No Good 2.7 Yes 0 2385 Yes 8 Yes 6.45 No Yes No No Good 3.65 Yes 0 2386 Yes 5.55 Yes 4 No Yes No No Fair 2.75 No 0 2387 Yes Al ,.L.,.1.0 2.6 No Yes No No Fair 2.6 No 0 2388 Yes 1.9 Yes Yes No No Good 2.7 Yes 0 2389 Yes 7.25 Yes 1 Yes Yes No No Good 3.05 Yes 0 2390 Yes 4.35 Yes No Yes No Good 3.45 Yes 0 2391 Yes 5.75 Yes No Yes i. Yes Good 3.2 Yes 0 2392 Yes 5.05 Yes .15 No Yes Yes Good 2.4 Yes 0 2393 0 2395 Yes .25 Yes No Yes No Good 6.45 Yes 0 2395 Yes 2.05 No Yes No No Good 2.15 Yes 0 2396 Yes 6.95 Yes 1.65 Yes Yes No No Fair 2.05 Yes 0 2397 Yes 5.05 Yes .4 Yes Yes No No Good 2.35 Yes 0 2398 Yes 4 Yes No Yes No No Good 4.25 No 0 2399 Yes 6.9 Yes .95 Yes Yes No No Good 4.1 No 0 2400 Yes 4.35 Yes .3 No Yes No No Good 3.1 Yes 0 2401 Yes 7 Yes 1 Yes Yes Good 4.85 Yes 0 2402 0 2403 Yes 5.9 Yes No Yes No Good 3.5 Yes 0 2404 Yes 2 Yes Yes � Fair 2.85 No 0 2405 Yes 4.6 No Yes �1.• Good 2.6 Yes 0 2406 Yes 7.5 Yes 1.3 Yes Yes Good 6.3 Yes 0 2407 Yes 5.15 Yes No Yes Yes Good 2 Yes 0 18 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2408 Yes 1.65 Yes 5 No Yes No No Good 2.05 Yes 0 2409 Yes 1.9 Yes 4.7 No Yes No No Good 3.05 Yes 0 2410 Yes .65 Yes II 4.85 No Yes No No Good 3.65 Yes 0 2411 Yes 3.3 Yes 5.15 No Yes No No Good 3.1 Yes 0 2412 Yes 6 Yes .5 Yes Yes No Good 4.5 Yes 0 2413 Yes 7.65 Yes pi 4.7 No Yes No No Good 2.75 No 0 2414 Yes 1.35 Yes No Yes No - Good 3.8 Yes 0 2415 Yes 2.95 No Yes No Good 3.55 Yes 0 2416 Yes 7.3 Yes No Yes No Yes Good 4 Yes 0 2417 Yes 5.2 Yes No Yes o Good 5.2 Yes 0 2418 Yes No 1.35 Yes Yes Yes No Yes Yes Yes Good 1 Yes 0 2419 Yes No 2.05 No Yes Yes No Yes Yes Yes Good 2.4 Yes 0 2420 Yes No 2.05 No Yes No Good 2.35 Yes 0 2421 Yes 4.25 Yes =4 No Yes No No Good 4.1 Yes 0 2422 Yes 6.8 Yes 3.75 No Yes No No Good 2.95 Yes 0 2423 Yes 1111 9.6 No 3.3 No Yes No No Good 4.35 No 0 2424 Yes 1.8 Yes 6.8 No Yes No No Good 2.75 Yes 0 2425 Yes 8.45 No 1.1 Yes Yes No No Good 2.85 Yes 0 2426 Yes 3.25 Yes 8.65 No Yes No No Good 3.75 Yes 0 2427 Yes r- 12.15 No .95 Yes Yes No No Fair 7.6 Yes 0 2428 Yes 1.9 Yes No Yes No \ - Good 7.3 Yes 0 2429 Yes NIL 14.3 10.5 Yes . No Good 7.3 Yes 0 2430 Yes 6.55 Yes 1.9 Yes Yes No Yes Fair 2.5 Yes 0 2431 Yes IMMIrNo 4.25 No Yes No ll Fair 13.25 Yes 0 2432 Yes 5.4 Yes No Yes No No Fair 4.6 No 0 2433 Yes iiie 10.05 No .5 Yes Yes No No Fair 3.05 Yes 0 2434 Yes 6 Yes 2 Yes Yes No No Good 3.9 Yes 0 2435 Yes 12.35 No 2.15 Yes No o Good 3.2 Yes 0 2436 Yes 9.05 No 6.55 Yes No = Fair 6 Yes 0 2437 Yes 2.95 Yes No Yes Fair 4.15 Yes 0 2438 Yes 12.7 No 1 Yes Yes No Yes Good 11 Yes 0 2439 Yes 3.2 Yes .6 Yes Yes No Yes Yes Yes Yes Fair 1.1 Yes 0 2440 Yes 5.65 Yes 1 Yes Yes No Yes Yes Yes Yes Fair 4.6 Yes 0 2441 Yes 3.9 Yes Yes Fair 3.9 No 0 2442 0 2443 N o Ponding 0 2444 Yes 4.25 Yes 1 Yes Yes No Yes Yes Fair 3.4 Yes 0 2445 Yes No Yes Yes 0 2447 Yes 26.4 N o 4.35 o No o Fair Yes 0 2447 Yes L 23.35 No 2.75 No No 4.45 Yes 0 2448 Yes 6.8 Yes .15 Yes Yes Yes Yes Good 2 Yes 1 2449 Yes 3.1 Yes 674'S- No Yes pp No - No Good Ponding 3.4 No 0 2450 Yes 11111 10.5 No 2.5 No Yes No No Fair 2.15 Yes 0 2451 Yes 6.1 Yes 2.7 No Yes No No Good 2.15 Yes 0 2452 Yes Ilk 11.8 No Am 2 Yes - No No 2.25 No 0 2453 Yes 6.45 Yes 1.1 Yes No No Good 2.35 Yes 0 2454 Yes 7.5 Yes No Yes No No Good 4.5 Yes 0 2455 Yes 6.95 Yes L5.9 .1 Yes No Good 1.2 Yes 0 2456 Yes 4.85 Yes 1.7 Yes Yes Yes No Good 1.2 Yes 0 2457 Yes 4.15 Yes 1 Yes Yes Yes No Good 1 Yes 0 2458 Yes 8 Yes Yes No Good 5.9 Yes 0 2459 Yes L. 8.5 No 7 Yes Yes No Good 1.2 Yes 0 2460 Yes 5.85 Yes 1.8 Yes Yes Yes No Good 1.8 Yes 0 2461 Yes 9.85 No 1 Yes Yes No Good 2.85 Yes 0 2462 Yes 9.8 No .85 Yes Yes No No Fair 2.25 Yes 0 2463 Yes 11.9 No 5.05 Yes Yes Good 2 Yes 0 2464 Yes 9.8 No 1.7 Yes Yes Yes Good 6.25 Yes 0 2465 Yes 5.3 Yes Yes No No Good 3.65 Yes 0 2466 Yes 12.45 No 1.45 Yes Yes No o Good 3.8 Yes 0 2467 Yes No 6.7 WI Yes No Good 7 Yes 0 2468 Yes No 7.85 No . No Good 8.3 Yes 0 2469 Yes 5.55 Yes No Yes Yes Good 7.85 Yes 0 2470 Yes - .3 Yes Yes Yes Yes Yes Yes Yes Good 1.3 Yes 0 2471 Yes 7.6 Yes 3.75 No Yes Good 2.5 Yes 0 2472 Yes 3.65 Yes 2.4 No Yes Yes Good 1.35 Yes 0 19 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2473 Yes 10.3 No ' 3.9 Yes 111.111 Good 5.4 Yes 0 2474 Yes 6.6 Yes .5 Yes Yes Yes Yes Good 1.2 Yes 1 2475 Yes 7.15 Yes No Yes 'o 7I18w Good 2.15 Yes 0 2476 Yes 2.4 Yes 5.3 No Yes No No Good 6.1 Yes 0 2477 Yes 4.1 Yes No Yes No No Fair 2.15 Yes 0 2478 Yes 4 Yes dii No Yes No No Fair 5.85 Yes 0 2479 Yes 7.65 Yes 1.2 Yes Yes No No Fair Ponding 3.45 Yes 0 2480 Yes 1.55 Yes 1 Yes Yes N/A No Good NA Yes 0 2481 Yes . - 3.8 No Yes No No Good 4.25 Yes 0 2482 Yes - No 5 pp No Yes No No Good 4.25 Yes 0 2483 Yes No 4.15 No 1 Yes No No Good 4.1 Yes 0 2484 Yes 7.05 Yes No Yes No No Good 3.65 Yes 0 2485 Yes 5.65 Yes 3.8 No Yes No No Good 3.45 Yes 0 2486 Yes o 1.2 Yes Yes No No Good 4.8 Yes 0 2487 Yes 3.4 Yes 3.4 No 1111 Yes No No Good 4.1 Yes 0 2488 Yes 1 R fS iilIp_ 3.9 No4 Yes No No Good 4 Yes 0 2489 Yes 5.75 Yes 4.35 No Yes No No Good Ponding 5.15 Yes 0 2490 Yes 1.45 Yes 5.4 No Yes No No Good 3.9 Yes 0 2491 Yes 6.9 Yes 6.6 No Yes No No Good 3.45 Yes 0 2492 Yes 2.6 Yes 4.25 No Yes No No Good 4.6 Yes 0 2493 Yes 7.65 Yes 3.3 No Yes No No Good 3.45 Yes 0 2494 Yes 11.65 No 2.35 No Yes No No Good 4.15 Yes 0 2495 Yes 4.95 Yes 2.4 No Yes No No Good 4.6 Yes 0 2496 Yes 17 No 4.85 No Yes No No Good 5.05 Yes 0 2497 Yes 111 11.2 No 5.85 No Yes No No Good 5.55 Yes 0 2498 Yes 5.15 Yes 5.65 No Yes No No Good 2.75 Yes 0 2499 Yes 2.05 Yes 9.1 No Yes No No Good 2.25 Yes 0 2500 Yes 6.45 Yes D 6.95 No Yes No No Fair 5.5 Yes 0 2501 Yes 4.45 Yes 3.45 No Yes No No Good 4 Yes 0 2502 Yes I 1.8 Yes Yes No No Good 7.75 Yes 0 2503 Yes 4.5 Yes r.4 Yes Good 3.4 No 0 2504 Yes 1.65 Yes 1.55 Yes Yes N/A Good NA Yes 1 2510 Yes 1.35 Yes 1.3 Yes Yes Yes No Yes Yes Yes Good 1.3 Yes 0 2511 Yes 1.3 Yes 1.7 Yes Yes N/A No Good NA Yes 0 2512 Yes Ls. 8.45 2.85 Yes No Yes Yes Yes Good 3.65 Yes 0 2513 Yes 7.7 Yes 3.9 Yes No No Yes Yes Yes Good 3.75 Yes 0 2514 Yes 1.9 Yes 3.5 Yes No No Good 2.85 Yes 0 2515 Yes 16.15 No 1 Yes Yes No No Good 6.5 No 0 2516 Yes 6.35 Yes 3.55 Yes Yes Yes Yes Yes Yes Good 1 Yes 0 2517 Yes 14.05 No Ai 9.45 Yes No JIIIL No Yes Yes Yes Good 2.25 Yes 0 2518 Yes 4.6 Yes .75 Yes Yes Yes No 11 Yes Yes Yes Good 1 Yes 0 2535 Yes 1.7 Yes 1.2 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 2536 Yes 4.45 Yes 1.35 Yes Yes Yes Yes Yes Yes Yes Good 1.55 Yes 1 2537 Yes 2.4 Yes 1 Yes Yes Yes No Yes Yes Good 1.2 No 0 2538 Yes 2 Yes Yes Yes o Yes Yes Yes Good 3.05 No 0 2539 Yes 6.9 Yes 0 Yes Yes Yes Good 1 Yes 0 2540 Yes 5.2 Yes 1.3 Yes Yes Yes Yes Fair 2 Yes 1 2541 Yes 2.85 Yes .05 Yes Yes Yes Yes Yes Yes Good 1.55 Yes 0 2542 Yes 1.65 Yes 1.55 Yes Yes Yes Yes Yes Yes Yes Good 1.9 Yes 1 2543 Yes 8.45 No 2.4 Yes Yes Yes Yes Fair 4.25 No 0 2544 Yes 6.1 Yes Yes - Yes Good 2.85 Yes 0 2545 Yes 10.75 No 1.2 Yes Yes No Yes Good 2.35 Yes 0 2546 Yes 8.9 No .85 Yes Yes No Yes Good 3.05 Yes 0 2547 Yes 8.2 Yes .75 Yes Yes Yes Yes Good 2.25 Yes 0 2548 Yes WIIMMWII 1.9 Yes Yes No Good 5.2 Yes 0 2554 Yes 3.3 Yes .5 Yes Yes Yes Yes Yes Yes Yes Good NA Yes 1 2555 Yes 1.55 Yes .25 Yes Yes N/A Yes Yes Yes Yes Good NA Yes 1 2556 Yes 5.4 Yes 1.1 Yes Yes Fair 2.5 Yes 0 2562 Yes 4.85 Yes 1.1 Yes Yes . Yes Yes Yes Yes Good 2.95 Yes 0 2563 Yes 4.25 Yes Yes No Yes Yes Yes Fair 2.5 Yes 0 2564 Yes 6.95 Yes .1 Yes No Yes Yes Yes Yes Fair 3.1 Yes 0 2565 Yes .75 Yes .3 Yes No Yes Yes Yes Fair 4.25 Yes 0 2566 Yes 4.8 Yes .35 No Yes Yes Yes Yes Good 2.75 Yes 0 2567 Yes 2.15 Yes .6 No Yes Yes Yes Yes Yes Good 2.7 Yes 0 2568 Yes .65 Yes 1.1 Yes Yes Yes Yes Yes Yes Yes Good 1.8 Yes 1 20 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2569 Yes 13.6 No .3 Yes Yes Yes Yes Yes Yes Good 3.4 Yes 0 2570 Yes 5.2 Yes 2.4 No Yes No Yes Yes Fair .85 Yes 0 2571 Yes .65 Yes 4.45 No Yes Yes No ■ Yes Yes Fair 4.35 Yes 0 2572 Yes 10.8 2.85 No Yes Yes Yes Yes Fair 7.75 No 0 2573 Yes .6 Yes 2.75 No Yes Yes Yes Yes Yes Good 1.7 Yes 0 2574 Yes 5.5 Yes 2.15 No Yes Yes Yes Yes Yes Fair 3.4 Yes 0 2575 Yes 6.25 Yes 2.05 No Yes Yes Yes Yes Good 2.35 Yes 0 2576 Yes 5.2 Yes 2.85 No Yes Yes Yes Yes Fair 4.5 Yes 0 2577 Yes - - 2.35 No Yes Yes Yes Yes Good 2.75 Yes 0 2578 Yes 1.9 Yes 4.5 No Yes Yes Yes Yes Yes Yes Good 1.35 No 0 2579 Yes 7.75 Yes 2.15 No Yes Yes Yes Yes Fair 2.85 No 0 2580 Yes 6.55 Yes 1.8 Yes Yes Yes Yes Yes Fair 3.45 No 0 2581 Yes N 2 Yes Yes Yes '-- 1.9 No 0 2582 Yes 12.85 .25 Yes Yes Good 3.05 Yes 0 2583 0 2584 0 2585 0 2586 Yes 7.6 Yes Yes Yes Yes Good 2.05 Yes 0 2587 Yes 9.25 No 1.9 Yes Yes Yes Yes Good 9.5 Yes 0 2588 Yes 10.8 No .5 Yes Yes Good Ponding 2.4 Yes 0 2589 Yes 5.15 Yes 1.7 Yes Yes Yes Good 2.05 Yes 0 2590 Yes 6.35 Yes Yes Yes Yes Good 1.9 No 0 2591 Yes 2.75 Yes 1.45 Yes Yes Yes Good 2.6 Yes 0 2592 YesNIP No 1 1 Yes N Yes Good 2.15 No 0 2593 Yes No 1 Yes Yes N Fair 2.25 No 0 2594 Yes 1.35 Yes 2. - Yes Yes Yes Good 1.65 No 0 2595 Yes 8.9 No 2.6 No No Yes L Good 1.7 No 0 2596 Yes 3.9 Yes 3.3 Yes No Yes Good 2.5 Yes 0 2597 Yes `. 0.25 Yes Yes Yes Yes Good 1 Yes 0 2598 Yes 3.55 Yes 2.5 No No Good 2.4 No 0 2599 Yes 3.45 Yes 1.11111.15 Yes Yes Yes Good 1.5 Yes 0 2600 Yes 6.2 Yes .75 Yes No No Good 2.05 Yes 0 2601 Yes 8.35 5.75 1.No No Good 3.75 Yes 0 2602 Yes 13.05 , . .75 Yes Yes No Yes Fair 2.5 Yes 0 2603 Yes - - 3.55 Yes No Good 2.85 No 0 2604 Yes 2.7 Yes 1.7 Yes Yes No Yes Good 2.25 Yes 0 2605 Yes 2 Yes 1.7 Yes Yes No Yes Good 2.5 Yes 0 2606 Yes 2.85 Yes 2 Yes Yes No Yes Good 2.15 Yes 0 2607 Yes 5.15 Yes Yes N Yes Good 2.05 Yes 0 2608 Yes 3.05 Yes .95 Yes N Yes Fair 2.25 No 0 2609 Yes 6.55 Yes 1 Yes Yes N Yes Fair 2.75 No 0 2610 Yes •i ,.i 1 Yes . N Good 2.85 No 0 2611 Yes 4.95 Yes 3.65 Yes N Yes Good 3.55 No 0 2612 Yes 3.8 Yes 1.55 Yes Yes N Good 2.35 Yes 0 2613 Yes 3.4 Yes .4 Yes No Yes Fair 3.4 No 0 2614 Yes 4 Yes 1 Yes Yes - Yes Good 2.25 Yes 0 2615 Yes 24.9 No 5.2 Yes Fair 2.5 No 0 2616 Yes 6 Yes Yes Yes Fair 2 No 0 2617 Yes 1.9 Yes Yes - Good 3.1 Yes 0 2618 Yes 7.95 Yes 3.3 ` Yes No Fair 3.1 No 0 2619 Yes 4 Yes .85 Yes No Yes Good 2.6 Yes 0 2620 Yes 7.15 Yes 1.8 Yes - No Yes Good 2.7 Yes 0 2621 Yes 6.45 Yes 2.75 N Yes 'oor 2.35 Yes 0 2622 Yes .85 Yes Yes N. Yes Po. 3.8 No 0 2623 Yes q 7S Nn .75 Yes Yes No Yes P. 3.2 No 0 2624 Yes 3.2 Yes .6 Yes Yes No Yes Fair 2.95 Yes 0 2625 Yes 4.35 Yes 2.15 Yes No Yes Fair Ponding 3.45 Yes 0 2626 Yes 1 Yes Yes No Fair 3.1 No 0 2627 Yes 5 Yes 2.05 Yes No Yes Yes Yes Yes 11111111.1111 Ponding 2.35 No 0 2628 Yes 5.15 Yes .5 Yes Yes - Yes Yes Yes Fair 2.85 Yes 0 2629 Yes 8.1 Yes IIIIIF.05 No Yes Yes Yes Yes Fair 2.5 Yes 0 2630 Yes 4.25 Yes .85 Yes Yes N/A No Yes Yes Good NA No 0 2631 Yes 7 Yes No Yes No Yes Yes Good 3.05 No 0 2632 Yes 1.65 No No Yes Yes Yes Yes Good 3.65 No 0 2633 Yes 2.25 Yes 1.2 Yes Yes No Yes Yes Good 6.1 No 0 21 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Curb Ramps Updated Febraruy 2020 2634 2635 Yes Yes 4 2.15 Yes 5 Yes Yes Yes Yes Yes Yes Yes Yes Good 1.3 Yes Yes Yes Yes Good 2.4 Yes 0 0 TOTAL: # Compliant: 1310 78 Compliant: 6% 22 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 OBJECT ID (Matching GIS) Sidewalk or Trail? Is the route stable, firm and slip- resistant? Is the route at least 48in wide? If >200ft x <60in, is there 60"x60" passing space? If grates or openings, openings <= 0.5in? Long dim of grate opening perpendicular to direction travel? What is the running slope? Running slope <= 5% or slope of parallel roadway? What is Is the cross slope no the Cross steeper than 2%? slope? Sidewalk overall condition Notes Are there no gaps in elevations or distances between concrete panels > 1.5? Obstruction or Ponding? Compliant (1=compliant) 163 Sidewalk Yes Yes N/A N/A N/A .25 Yes 2.2 Good 0 164 Sidewalk Yes Yes N/A N/A N/A 1.55 Yes 2.05 Good Yes 0 165 Sidewalk Yes Yes N/A N/A N/A .6 Yes 1 Yes Good Yes 1 166 Sidewalk Yes Yes N/A N/A N/A 1.3 Yes 1.1 Yes Good Yes 1 167 Sidewalk Yes Yes N/A N/A N/A 2.35 Yes 7.6 Fair IMPIEr 0 168 Trail Yes Yes N/A N/A N/A 2.15 Yes 1.35 Yes Good No 0 169 Sidewalk Yes Yes Yes N/A N/A 13.7 Yes 1.7 Yes Good Yes 1 170 Sidewalk Yes Yes Yes N/A N/A 19.7 Yes 6.25 Good Yes Obstruction 0 171 Sidewalk Yes Yes Yes N/A N/A 16.8 Yes .4 Yes Good Yes Obstruction 1 172 Sidewalk Yes Yes N/A N/A N/A 2.35 Yes 2.5 Good 0 173 Sidewalk Yes Yes N/A N/A N/A 2.15 Yes 2.85 Good Yes 0 174 Sidewalk Yes Yes N/A N/A N/A 1 Yes 1 Yes Good Yes 1 175 Sidewalk Yes N/A N/A N/A 1 Yes 2.35 Fair Obstruction 0 176 Sidewalk Yes Yes N/A N/A N/A .5 Yes 6.6 Good 0 177 Trail Yes Yes N/A N/A N/A 2.25 Yes .3 Yes Good Yes 1 181 Sidewalk Yes N/A N/A N/A 3.75 Yes 2.35 Good Obstruction 0 182 Sidewalk Yes Yes N/A N/A N/A 4.95 Yes .05 Yes Fair Displaced slab Yes 1 183 Sidewalk Yes N/A N/A N/A 18.6 Yes 17.45 Good Yes Obstruction 0 184 Sidewalk Yes Yes N/A N/A N/A 6.6 5.9 Good Yes Obstruction 0 185 Sidewalk Yes Yes N/A N/A N/A 3.2 Yes .95 Yes Good Yes 1 186 Sidewalk Yes Yes N/A N/A N/A 3.2 Yes 3.4 Good Obstruction 0 187 Sidewalk Yes Yes N/A N/A N/A 1.2 Yes 4.1 Good Yes 0 188 Sidewalk Yes Yes N/A N/A N/A 3.4 Yes 10.5 Fair Driveway No 0 189 Sidewalk Yes Yes N/A N/A N/A 3.3 Yes 4.1 Fair No Obstruction 0 190 Sidewalk Yes Yes N/A N/A N/A 4.1 Yes 1.2 Yes No 0 191 Sidewalk Yes Yes N/A N/A N/A 2 Yes 1 Yes Fair No Obstruction 0 194 Sidewalk Yes Yes N/A N/A N/A .3 Yes 6.1 Fair No Obstruction 0 195 Sidewalk Yes Yes N/A N/A N/A .75 Yes 2.25 Fair No Obstruction 0 196 Sidewalk Yes Yes N/A N/A N/A .25 Yes 1.35 Yes Good Yes 1 200 Sidewalk Yes Yes N/A N/A N/A .25 Yes .7 Yes Good No 0 270 Sidewalk Yes Yes N/A N/A 11.3 Yes 4.25 Fair No Obstruction 0 271 Sidewalk Yes Yes N/A N/A N/A 10.75 Yes 4.7 10 Good No Obstruction 0 272 Sidewalk Yes N/A N/A 8.3 1.45 Yes Fair Cross slope At one point is 17.35 No Obstruction 0 273 Sidewalk Yes Yes N/A N/A 10.2 Yes 2.85 No Good Yes Obstruction 0 274 Sidewalk Yes Yes Yes N/A N/A 9 No 2.35 No Good Yes Obstruction 0 275 Sidewalk Yes Yes N/A N/A 5.05 No 6.8 No Fair Obstruction 0 276 Sidewalk Yes N/A N/A 8.65 111 No 2.75 N Fair Yes Obstruction 0 277 Sidewalk Yes Yes N/A N/A N/A .35 Yes 5.3 Good Yes 0 280 Sidewalk Yes Yes N/A N/A N/A 3.1 Yes .5 Yes Good Obstruction 0 281 Sidewalk Yes Yes N/A Yes .75 Yes 4.25 Good No Obstruction 0 282 Sidewalk Yes Yes N/A N/A N/A .25 Yes .85 Yes Good Yes Obstruction 1 284 Sidewalk Yes Yes N/A N/A N/A 2.95 Yes 4.35 Good Yes 0 285 Sidewalk Yes Yes N/A N/A N/A 2.35 Yes 6.9 N. Good No 0 286 Sidewalk Yes N/A N/A N/A .5 Yes .25 Yes No Obstruction 0 287 Sidewalk Yes Yes N/A N/A N/A .95 Yes 1.35 Yes Good No 0 288 Sidewalk Yes Yes N/A N/A 10.05 Yes 3.05 Good Yes 0 289 Sidewalk Yes Yes N/A N/A N/A 15.55 Yes 3.3 No Good Yes 0 293 Sidewalk Yes Yes N/A N/A N/A 1.8 Yes 6.55 No No 0 294 Sidewalk Yes Yes N/A N/A 11.55 Yes 3.65 No Fair No Obstruction 0 295 Sidewalk Yes Yes Yes N/A N/A 12.35 Yes 4.1 No Yes 0 296 Sidewalk Yes Yes Yes N/A N/A 10.4 Yes 3.05 No Fair No Obstruction 0 1 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 297 Sidewalk Yes Yes Yes N/A N/A 11.9 Yes 1.8 Yes Fair Yes Obstruction 1 298 Sidewalk Yes Yes Yes N/A N/A 5.15 2.5 Fair No 0 299 Sidewalk Yes Yes Yes N/A N/A 3.4 Yes 2.35 Good Yes 0 300 Sidewalk Yes Yes N/A N/A N/A 2.5 Yes 1.7 Yes No 0 353 Sidewalk Yes Yes Yes N/A N/A 3.9 Yes .3 Yes Good No 0 354 Sidewalk Yes Yes Yes N/A N/A 8 1 Yes Good Yes 0 355 Sidewalk Yes Yes N/A N/A N/A 9.5 3.1 Good No 0 356 Sidewalk Yes Yes to N/A N/A 4 Yes .75 Yes Fair No 0 357 Sidewalk Yes Yes No N/A N/A 3.3 Yes 4.35 Fair Low branches No 0 358 Sidewalk Yes Yes N/A N/A 1 Yes .3 Yes Fair Yes 0 359 Sidewalk Yes Yes N/A N/A N/A 4 Yes .85 Yes Good No 0 360 Sidewalk Yes Yes N/A N/A N/A 6.45 1.65 Yes Good Yes 0 361 Sidewalk Yes Yes N/A N/A 8.7 2.75 Good No 0 362 Sidewalk Yes Yes N/A N/A 3.4 Yes 3.8 Fair No 0 370 Sidewalk Yes Yes Yes N/A N/A 11.2 Yes 2.75 Good Yes 0 371 Sidewalk Yes Yes Yes N/A N/A 7.6 1.2 Yes Good Yes 0 372 Sidewalk Yes Yes N/A N/A N/A 1.35 Yes 3.45 Good Yes 0 373 Sidewalk Yes Yes Yes N/A N/A 8.45 .85 Yes Fair No 0 374 Sidewalk Yes Yes N/A N/A N/A 12.85 Yes 3.4 Fair malilila 0 375 Sidewalk Yes Yes N/A N/A 6.8 4.8 Good Yes 0 376 Sidewalk Yes No Yes N/A N/A 5.55 .15 Yes Fair Yes 0 377 Sidewalk Yes No Yes N/A N/A 13.3 Yes 3.2 Fair Yes Obstruction 0 378 Sidewalk Yes Yes Yes N/A N/A 9.7 2.75 Fair 0 379 Sidewalk Yes Yes Yes N/A N/A 11.2 Yes 1.2 Yes Fair Yes 1 380 Sidewalk Yes ■ No Yes N/A N/A 10.55 Yes .3 Yes Good Yes 0 381 Sidewalk Yes Yes Yes N/A N/A 6.7 No 2.35 Good Yes 0 382 Sidewalk Yes Yes Yes N/A N/A 7.85 No .6 Yes Good Fire hydrant Yes Obstruction 0 383 Sidewalk Yes Yes N/A N/A 4 Yes 1.35 Yes Good Yes 0 384 Sidewalk Yes Yes N/A N/A 5.4 ■ No 5.15 Fair Yes 0 385 Sidewalk Yes Yes Yes N/A N/A 13.95 Yes 0.3 Yes Good Yes 1 386 Sidewalk Yes Yes Yes N/A N/A 18.4 Yes 5.65 ■ No Fair 0 387 Sidewalk Yes Yes N/A N/A 6.35 No 1 Yes Good Yes Obstruction 0 388 Sidewalk Yes Yes Yes N/A N/A 9.8 No .5 Yes 0 389 Sidewalk Yes Yes N/A N/A 11.3 Yes 3.3 Fair Yes 0 390 Sidewalk Yes N/A N/A 4.7 Yes 2.35 No Good Grass has overgrown on sides Yes 0 391 Sidewalk Yes Yes Yes N/A N/A 5.55 5.65 No Good 0 392 Sidewalk Yes Yes Yes N/A N/A 2.75 Yes 4 N, Fair 0 393 Sidewalk Yes Yes Yes N/A N/A 1.1 Yes 3.05 No Good Yes 0 394 Sidewalk Yes Yes Yes N/A N/A .75 Yes 2.7 No Fair 0 395 Sidewalk Yes Yes Yes N/A N/A 1.9 Yes 2.35 N. Good Yes 0 396 Sidewalk Yes Yes Yes N/A N/A .3 Yes 1 Yes Good Yes 1 397 Sidewalk Yes Yes N/A N/A .75 Yes 3.3 No Good Yes 0 398 Sidewalk Yes No N/A N/A 8.35 No 3.1 No Fair Lots of vegetation Yes Obstruction 0 399 Sidewalk Yes Yes N/A N/A 5.75 No 2.05 Good 0 400 Sidewalk Yes Yes Yes N/A N/A 8.35 No 1.8 Yes Good Yes 0 401 Sidewalk Yes Yes Yes N/A N/A 6.1 No 2.5 Good Yes 0 402 Sidewalk Yes Yes Yes N/A N/A 4.85 Yes 2.15 Good Yes 0 403 Sidewalk Yes Yes Yes N/A N/A 10.5 Yes .4 Yes Good Yes 1 404 Sidewalk Yes Yes Yes N/A N/A 10 Yes 4 Fair Yes 0 405 Sidewalk Yes Yes Yes N/A N/A 2.15 Yes 3.1 Good Yes 0 406 Sidewalk Yes Yes Yes N/A N/A 5.75 No 1.8 Yes Good Yes 0 407 Sidewalk Yes Yes N/A N/A N/A 8.45 No 1.1 Yes Fair Vegetation between slabs 0 2 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 408 Sidewalk Yes Yes Yes N/A N/A 3.9 Yes 2.95 Good Yes 0 409 Sidewalk Yes Yes N/A N/A .5 Yes 1.55 Yes Fair Yes 0 410 Sidewalk Yes Yes Yes N/A N/A 4.35 Yes 1 Yes Good 0 411 Sidewalk Yes Yes Yes N/A N/A 3.05 Yes 2.7 Fair Yes 0 412 Sidewalk Yes Yes N/A N/A 2.8 Yes 2.8 Good Yes 0 413 Sidewalk Yes Yes Yes N/A N/A 5.75 1 Yes Good Yes 0 414 Sidewalk Yes Yes Yes N/A N/A 6.7 No 2.5 Fair Yes 0 415 Sidewalk Yes Yes N/A N/A 4.85 Yes 4 Good 0 416 Sidewalk Yes Yes Yes N/A N/A 5.55 No 2.4 Good Yes 0 417 Sidewalk Yes Yes N/A N/A 6.55 ` No 1.65 Yes Good Yes 0 418 Sidewalk Yes Yes Yes N/A N/A 2 Yes .6 Yes Good Overgrown vegetation Yes 1 419 Sidewalk Yes N/A N/A 7.6 k • 4.15 Fair Vegetation Yes 0 420 Sidewalk Yes Yes N/A N/A 1.45 Yes 4.15 Good Yes 0 421 Sidewalk Yes Yes Yes N/A N/A 7.05 No 0.25 Yes Good Narrow due to vgtn Yes 0 422 Sidewalk Yes Yes N/A N/A 8.65 _ No 2.15 Fair 0 423 Sidewalk Yes Yes N/A N/A N/A .4 Yes 2.05 Fair 0 424 Sidewalk Yes Yes Yes N/A N/A 7.25 ■ 1.55 Yes Good Yes 0 425 Sidewalk Yes Yes Yes N/A N/A 12.45 Yes .15 Yes Good Driveway Yes 1 426 Sidewalk Yes Yes Yes N/A N/A 10.05 Yes 2.85 Fair 0 427 Sidewalk Yes Yes Yes N/A N/A 8.7 1 Yes Good Yes 0 428 Sidewalk Yes Yes N/A N/A N/A 10.2 Yes 2.6 Good Yes 0 429 Sidewalk Yes Yes Yes N/A N/A 2.6 Yes 15.1 Good Yes 1 430 Sidewalk Yes Yes Yes N/A N/A 3.55 Yes .25 Yes Vegetation obstructing Yes 0 431 Sidewalk Yes N/A N/A 1 Yes 4 Fair Yes 0 432 Sidewalk Yes Yes Yes N/A N/A 5.2 4.35 Good Yes 0 433 Sidewalk Yes Yes N/A N/A 3.05 Yes 1.3 Yes Good Yes 0 434 Sidewalk Yes Yes N/A N/A 2.15 Yes 6.55 Good Yes 0 435 Sidewalk Yes Yes N/A N/A 1.7 Yes 1.2 Yes Good Yes 0 436 Sidewalk Yes Yes N/A N/A 15.2 Yes 2.05 Good Yes 0 437 Sidewalk Yes Yes No N/A N/A 10.4 Yes .95 Yes Good Yes 0 438 Sidewalk Yes Yes Yes N/A N/A 11.35 Yes 1 Yes Good Yes 1 439 Sidewalk Yes Yes No N/A N/A 10.3 Yes 1.45 Yes Good Yes 0 440 Sidewalk Yes Yes No N/A N/A 1.35 Yes 1 Yes Fair 0 441 Sidewalk Yes Yes N/A N/A 8.2 .4 Yes Good Yes 0 442 Sidewalk Yes Yes Yes N/A N/A 2 Yes .75 Yes Good Yes 1 443 Sidewalk Yes Yes Yes N/A N/A 13.65 Yes 3 Good Yes 0 454 Sidewalk Yes Yes N/A N/A N/A 1.3 Yes 2.5 Fair Yes 0 455 Sidewalk Yes Yes N/A N/A 4.35 Yes 2.05 0 478 Sidewalk Yes Yes N/A N/A 6.95 5.15 Good Yes 0 479 Sidewalk Yes N/A N/A N/A 0 Yes 1.55 Yes Good Yes 0 480 Sidewalk Yes Yes N/A N/A N/A 1.1 Yes 2.5 Good Yes 0 481 Sidewalk Yes Yes N/A N/A N/A 3.4 Yes 1.3 Yes Good Yes 1 482 Sidewalk Yes Yes N/A N/A 4.35 Yes 0 Yes Good Yes 0 483 Sidewalk Yes Yes N/A N/A N/A 1 Yes 1.7 Yes Good Yes Obstruction 1 484 Sidewalk Yes Yes N/A N/A N/A .05 Yes .85 Yes Fair Yes 1 485 Sidewalk Yes Yes N/A N/A N/A 3.45 Yes .75 Yes Good Yes 1 486 Sidewalk Yes Yes N/A N/A 7.95 2.6 0 487 Sidewalk Yes Yes Yes N/A N/A 4.6 Yes 2.8 Good Yes 0 488 Sidewalk Yes Yes to N/A N/A 1.1 Yes .75 Yes Fair 0 489 Sidewalk Yes No No N/A N/A 4.5 Yes 5.75 Fair Owner of house if fine with ripping tree out. Roots are cause of gap No 0 3 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 490 Sidewalk Yes Yes Yes N/A N/A 2.4 Yes 1.2 Yes Good Yes 1 491 Sidewalk Yes Yes N/A N/A .4 Yes 2.75 Fair Yes 0 492 Sidewalk Yes Yes Yes N/A N/A 5.85 3.05 Fair 0 493 Sidewalk Yes Yes Yes N/A N/A 5.65 2 Yes Good Yes 0 494 Sidewalk Yes Yes Yes N/A N/A 2 Yes .75 Yes Good Yes 1 495 Sidewalk Yes Yes Yes N/A N/A 2.75 Yes 1.45 Yes Good Yes 1 496 Sidewalk Yes Yes Yes N/A N/A 2.05 Yes .65 Yes Good Yes 1 497 Sidewalk Yes Yes N/A N/A 8.3 .6 Yes Good Yes 0 498 Sidewalk Yes Yes Yes N/A N/A 3.4 Yes 2.95 Fair Yes 0 499 Sidewalk Yes Yes Yes N/A N/A 4.6 Yes 4.85 Fair Yes Obstruction 0 500 Sidewalk Yes No Yes N/A N/A 5.5 2.25 Good Yes Obstruction 0 501 Sidewalk Yes No Yes N/A N/A 3.5 Yes 2 Yes Good Yes 0 502 Sidewalk Yes Yes N/A N/A 1.1 Yes 1.9 Yes Good Yes 0 503 Sidewalk Yes Yes N/A N/A N/A 1.55 Yes 1.1 Yes Fair 0 504 Sidewalk Yes Yes N/A N/A N/A 2.85 Yes 2.75 Good Yes 0 505 Sidewalk Yes Yes N/A N/A N/A 3.45 Yes 9 Fair Yes 0 506 Sidewalk Yes Yes N/A N/A 1.5 Yes .6 Yes Good Yes 0 507 Sidewalk Yes Yes Yes N/A N/A 5.75 2 Yes Fair Yes 0 508 Sidewalk Yes Yes Yes N/A N/A 0 Yes 3.45 Good Yes 0 509 Sidewalk Yes Yes Yes N/A N/A 1 Yes 2.25 Good Yes 0 510 Sidewalk Yes Yes Yes N/A N/A 4.6 Yes 1.7 Yes Good Yes 1 511 Sidewalk Yes _ No Yes N/A N/A 2.4 Yes 2.15 Fair Yes 0 512 Sidewalk Yes No Yes N/A N/A 8.65 1.65 Yes Fair Yes 0 513 Sidewalk Yes Yes N/A N/A N/A 1 Yes .65 Yes Good Yes 1 514 Sidewalk Yes Yes Yes N/A N/A 9 0 Yes Good 0 515 Sidewalk Yes Yes No N/A N/A 8 .4 Yes Fair 0 516 Sidewalk Yes No No Al N/A N/A 2 Yes .25 Yes Fair Yes 0 517 Sidewalk Yes Yes Yes N/A N/A 5.2 2 Yes Good Yes 0 518 Sidewalk Yes Yes No , N/A N/A 12.85 Yes 3.55 Good Yes 0 519 Sidewalk Yes Yes Yes N/A N/A 5.5o .95 Yes Good Yes 0 520 Sidewalk Yes Yes N/A N/A 9.15 4 No 2.5 0 521 Sidewalk Yes Yes N/A N/A 2.4 Yes 3.9 Fair Overgrown vegetation 0 522 Sidewalk Yes Yes N/A N/A 8.55 No 2.7 Good Yes 0 523 Sidewalk Yes Yes Yes N/A N/A 7.25 No 1.45 Yes Good Yes 0 524 Sidewalk Yes Yes N/A N/A N/A 5.5 1.1 Yes Good Yes 0 525 Sidewalk Yes N/A N/A N/A 1.2 Yes 1.2 Yes Fair 0 526 Sidewalk Yes Yes N/A N/A N/A 10.65 Yes 2 Yes Good Yes 1 527 Sidewalk Yes Yes N/A N/A 3.1 Yes 2.75 Fair Yes 0 528 Sidewalk Yes Yes Yes N/A N/A 4.7 Yes 3.3 Fair Yes 0 529 Sidewalk Yes Yes Yes N/A N/A 5.2 1.8 Yes Fair 0 530 Sidewalk Yes Yes N/A N/A 2.95 Yes .15 Yes Good Yes 0 533 Sidewalk Yes Yes N/A N/A N/A 4.1 Yes 1.1 Yes Fair Yes 1 534 Sidewalk Yes Yes Yes N/A N/A 11.3 Yes 3.55 Good Yes 0 535 Sidewalk Yes Yes Yes N/A N/A 3.5 Yes 3.2 Fair 0 536 Sidewalk Yes Yes Yes N/A N/A 1.55 Yes 1.1 Yes Good Yes 1 537 Sidewalk Yes Yes Yes N/A N/A 1.65 Yes .15 Yes 0 538 Sidewalk Yes Yes N/A N/A 3.3 Yes 3.8 Good Yes 0 539 Sidewalk Yes Yes N/A N/A 1.1 Yes 2.05 Good Yes 0 540 Sidewalk Yes Yes Yes N/A N/A .3 Yes 3.65 Good Yes 0 541 Sidewalk Yes Yes N/A N/A N/A 1.55 Yes 3.4 Good Yes 0 542 Sidewalk Yes Yes N/A N/A N/A .6 Yes .75 Yes Good Yes 1 543 Sidewalk Yes Yes N/A N/A N/A 9 2.7 Good Yes 0 544 Sidewalk Yes Yes N/A N/A N/A 3.65 Yes 2.7 Good Yes 0 545 Sidewalk Yes Yes N/A N/A N/A 16.35 Yes 1.55 Yes Good Yes 1 546 Sidewalk Yes Yes N/A N/A N/A 10.95 Yes 5.15 Good 0 547 Trail Yes Yes N/A N/A N/A 6.35 1.7 Yes Good Yes 1 0 548 Trail Yes Yes N/A N/A N/A 4.25 Yes 2.6 Good Yes 0 4 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 549 Trail Yes Yes N/A N/A N/A 17.25 Yes 3.8 Good Yes 0 550 Trail Yes Yes N/A N/A N/A .3 Yes 7.25 Good Yes 0 551 Trail Yes Yes N/A N/A N/A 16.5 Yes 5.2 Good Stairs on this end of path Obstruction 0 552 Trail Yes Yes Yes N/A N/A 8 5.15 Good Yes 0 553 Trail Yes Yes Yes N/A N/A 11.45 Yes 2 Yes Good Yes 1 554 Trail Yes Yes N/A N/A N/A 11.35 Yes 2.95 Good Yes 0 555 Sidewalk Yes Yes N/A N/A N/A 2 Yes .05 Yes Good Yes 1 556 Sidewalk Yes Yes N/A N/A 1 Yes 2.25 Good Yes Obstruction 0 557 Sidewalk Yes Yes Yes N/A N/A 7.85 1.65 Yes Fair Yes 0 558 Sidewalk Yes Yes Yes N/A N/A 1.3 Yes 1.45 Yes Good Yes 1 559 Trail Yes Yes N/A N/A N/A 4.1 Yes 5.5 Fair 0 560 Trail Yes Yes Yes N/A N/A 0.15 Yes 2 Yes Good Yes 1 561 Sidewalk Yes Yes N/A N/A N/A 2.75 Yes 3.4 Good Yes 0 562 Sidewalk Yes Yes N/A N/A 2.75 Yes 1 Yes Good Yes 0 563 Sidewalk Yes Yes N/A N/A 3.3 Yes 4.5 Fair Yes 0 564 Sidewalk Yes Yes Yes N/A N/A 0.3 Yes 1.55 Yes Good 0 565 Sidewalk Yes Yes N/A N/A 1.1 Yes 1.8 Yes Good Yes 0 566 Sidewalk Yes Yes N/A N/A N/A 0.4 Yes 6.7 Good Yes 0 567 Sidewalk Yes N/A N/A N/A .25 Yes 3.2 Good Yes 0 568 Sidewalk Yes Yes Yes N/A N/A 5.2 .5 Yes Good Yes 0 569 Sidewalk Yes Yes Yes N/A N/A .6 Yes 2.7 Good Yes 0 570 Sidewalk Yes Yes Yes N/A N/A .3 Yes 3.45 Good Yes 0 571 Sidewalk Yes Yes Yes N/A N/A 3.55 Yes 3.3 Good Yes 0 572 Sidewalk Yes Yes Yes N/A N/A 1.65 Yes 1.2 Yes Fair Yes 1 573 Sidewalk Yes Yes N/A N/A N/A .3 Yes 1.9 Yes Good Yes 1 574 Sidewalk Yes Yes N/A N/A 4 Yes 1.80 Yes 0 575 Sidewalk Yes Yes Yes N/A N/A 7.95 3.9 Good Yes 0 576 Sidewalk Yes Yes N/A N/A N/A 1.65 Yes 2.15 Good Yes 0 577 Sidewalk Yes Yes N/A N/A N/A .15 Yes 4.95 Good Yes 0 578 Sidewalk Yes Yes Yes N/A N/A 9.35 1.1 Yes Good Yes 0 579 Sidewalk Yes Yes N/A N/A 3.75 Yes 3.1 Fair Yes 0 580 Sidewalk Yes Yes Yes N/A N/A .3 Yes 2.7 Good 0 581 Sidewalk Yes Yes Yes N/A N/A 2.4 Yes 4.45 Good Yes 0 588 Sidewalk Yes Yes Yes N/A N/A 3.8 Yes 3.1 Good Yes 0 589 Sidewalk Yes Yes N/A N/A 2.85 Yes 2.05 Good Yes 0 590 Sidewalk Yes Yes Yes N/A N/A 2.5 Yes 1.3 Yes Fair 0 591 Sidewalk Yes Yes N/A N/A N/A 4.85 Yes 1.65 Yes Good Yes 1 592 Sidewalk Yes N/A N/A .75 Yes .65 Yes Fair Yes 0 593 Sidewalk Yes Yes Yes N/A N/A 2.95 Yes 2.35 Good Yes 0 594 Sidewalk Yes Yes N/A N/A 3.75 Yes 2.95 Fair Yes 0 595 Sidewalk Yes Yes Yes N/A N/A 2.75 Yes 2 Yes Good Yes 1 596 Sidewalk Yes Yes Yes N/A N/A 2.5 Yes 2.7 Good Yes 0 617 Sidewalk Yes Yes N/A N/A 7.15 0.15 Yes Good Yes 0 624 Sidewalk Yes Yes Yes N/A N/A 1.65 Yes 3.65 Good Yes 0 631 Sidewalk Yes Yes Yes N/A N/A 5.3 3.3 Good Yes 0 632 Sidewalk Yes Yes N/A N/A 1.2 Yes 3.75 Fair Vegetation Yes 0 633 Sidewalk Yes Yes N/A N/A 1.1 Yes 3.3 Fair No 0 634 Sidewalk Yes Yes Yes N/A N/A 2.95 Yes 1.1 Yes Good No Ponding 0 635 Sidewalk Yes Yes N/A N/A N/A 1.55 Yes 5.85 Good Some veg Yes 0 636 Sidewalk Yes Yes N/A 2.0 Yes 5.9 Good Yes 0 637 Sidewalk Yes Yes N/A 1.9 Yes 0.6 Yes Good No 0 638 Sidewalk Yes Yes N/A 12.1 Yes 1.45 Yes Good 0 639 Sidewalk Yes Yes N/A 0.25 Yes 3.05 Good Yes 0 640 Sidewalk Yes Yes N/A 3.05 Yes 0.6 Yes Good Yes 1 641 Sidewalk Yes N/A 6.9 3.2 Good Yes 0 645 Sidewalk Yes Yes N/A 0.95 Yes 3.2 Good Yes 0 646 Sidewalk Yes Yes N/A 0.65 Yes 2.7 Fair Some cracks 0 5 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 647 Sidewalk Yes Yes N/A 0.15 Yes 2.75 Good Yes 0 648 Sidewalk Yes Yes N/A 5.9 1.8 Yes Good Yes 0 649 Sidewalk Yes Yes N/A 4.6 Yes 1.7 Yes Good 1 650 Sidewalk Yes Yes N/A 4.0 Yes 2.35 Good Yes 0 651 Sidewalk Yes Yes N/A 4.25 Yes 0.85 Yes Good Yes 1 652 Sidewalk Yes Yes N/A 7.3 No 0.3 Yes Good Yes 0 653 Sidewalk Yes Yes N/A 8.0 No 3.3 Good Yes 0 654 Sidewalk Yes Yes N/A 7.75 • 2.85 Good Yes 0 655 Sidewalk Yes Yes N/A 0.65 Yes 2.15 Good Yes 0 656 Sidewalk Yes Yes N/A 0.85 Yes 2.35 Good Yes 0 657 Sidewalk Yes Yes N/A 2.25 Yes 0.3 Yes Good Yes 1 658 Sidewalk Yes Yes N/A 2.85 Yes 1.1 Yes Good Yes 1 659 Sidewalk Yes Yes N/A 2.6 Yes 3.9 Good Yes 0 660 Sidewalk Yes Yes N/A 2.95 Yes 2.6 Good Yes 0 661 Sidewalk Yes Yes N/A 0.5 Yes 0.15 Yes Good Yes 1 708 Sidewalk Yes Yes N/A 0.95 Yes 2.75 Good Yes 0 709 Sidewalk Yes Yes N/A 1.0 Yes 1.2 Yes Good Yes 1 710 Sidewalk Yes Yes N/A 0.5 Yes 3.55 Good Yes 0 711 Sidewalk Yes Yes N/A 3.95 Yes 1.55 Yes Good Yes 1 712 Sidewalk Yes Yes N/A 1.1 Yes 1.0 Yes Good Yes 1 713 Sidewalk Yes Yes N/A 1.3 Yes 1.55 Yes Fair Cracks vegetation Yes 1 714 Sidewalk Yes Yes N/A 0.15 Yes 3.45 Fair Yes Ponding 0 715 Sidewalk Yes Yes N/A 2.25 Yes 2.75 Good Yes Ponding 0 716 Sidewalk Yes Yes N/A 0.65 Yes 8.8 Fair Cracks 0 717 Sidewalk Yes Yes N/A 1.3 Yes 2.6 Fair Cracks vegetation Yes 0 718 Sidewalk Yes Yes N/A 4.1 Yes 8.0 N. Fair Cracks Yes Obstruction 0 719 Sidewalk Yes Yes N/A 10.4 Yes 7.35 No Fair Obstructions at time of visit Yes Obstruction 0 720 Sidewalk Yes Yes N/A 11.35 Yes 6.0 No Good Yes 0 721 Sidewalk Yes Yes N/A 10.15 Yes 10.15 No Fair Yes Obstruction 0 722 Sidewalk Yes Yes N/A 13.6 Yes 6.8 No Good Yes 0 723 Sidewalk Yes Yes N/A 11.0 Yes 6.2 No Fair Vegetation Yes Obstruction 0 724 Sidewalk Yes Yes N/A 0.6 Yes 10.55 No Cracks 0 725 Sidewalk Yes Yes N/A 8.9 No 0.6 Yes Good Yes 0 726 Sidewalk Yes Yes N/A 6.0 No 2.6 ►. Fair Some cracks and veg Yes 0 727 Sidewalk Yes Yes N/A 8.1 No 0.3 Yes Fair Some veg Yes 0 728 Sidewalk Yes Yes N/A 9.0 No 3.751110 Good Yes 0 729 Sidewalk Yes Yes N/A 8.65 - 4.15 Good Yes 0 730 Sidewalk Yes Yes N/A 1.9 Yes 1.9 Yes Good Yes 1 731 Sidewalk Yes Yes N/A 1.9 Yes 1.8 Yes Good Yes 1 732 Sidewalk Yes Yes N/A 1.55 Yes 1.5 Yes Good Yes 1 733 Sidewalk Yes Yes N/A 3.9 Yes 2.35 Good Yes 0 734 Sidewalk Yes Yes 1.55 Yes 3.5 Good Vegetation obstructing Yes Obstruction 0 735 Sidewalk Yes Yes N/A 4.6 Yes 1.9 Yes Good Yes 1 736 Sidewalk Yes Yes N/A 5.85 8.1 Fair Veg Yes 0 737 Sidewalk Yes Yes N/A 11.7 Yes 0.4 Yes Good Yes 1 738 Sidewalk Yes Yes N/A 12.6 Yes 2.35 Good Yes 0 740 Sidewalk Yes Yes N/A 3.9 Yes 0.15 Yes Good Yes 1 741 Sidewalk Yes Yes N/A 2.85 Yes 3.9 Good Yes 0 742 Sidewalk Yes Yes N/A 3.55 Yes 2.5 Good Yes 0 743 Sidewalk Yes Yes N/A 2.75 Yes 4.0 Good Yes 0 744 Sidewalk Yes Yes N/A 5.4 9.6 Good Yes Obstruction 0 745 Sidewalk Yes Yes N/A 4.45 Yes 1.6 Yes Good Yes 1 6 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 746 Sidewalk Yes Yes N/A 2.7 Yes 1.8 Yes Good Yes 1 747 Sidewalk Yes Yes N/A 5.05 1.2 Yes Good Yes 0 748 Sidewalk Yes N/A 4.6 Yes 4.85 Good 0 749 Sidewalk Yes Yes N/A 1.55 Yes 0 Yes Good Yes 1 750 Sidewalk Yes Yes N/A 3.45 Yes 0.05 Yes Good 0 751 Sidewalk Yes Yes N/A 5.4 0.5 Yes Good Yes 0 752 Sidewalk Yes Yes N/A 0.3 Yes 3.1 Good Yes 0 753 Sidewalk Yes Yes N/A 1.1 Yes 2.6 Good Yes 0 754 Sidewalk Yes Yes N/A 1.35 Yes 1.2 Yes Good Yes 1 755 Sidewalk Yes 0.95 Yes 2.4 Good Yes 0 756 Sidewalk Yes Yes N/A 1.9 Yes 0.3 Yes Good 0 757 Sidewalk Yes Yes N/A 0.65 Yes 0.85 Yes Fair Vegetation Yes 1 758 Sidewalk Under construction 759 Sidewalk Under construction 760 Sidewalk Yes Yes N/A 2.7 Yes 1.7 Yes Good Yes 1 761 Sidewalk Yes Yes N/A 2.85 Yes 1.65 Yes Fair Vegetation Yes 1 762 Sidewalk Under construction 763 Sidewalk Under construction 764 Sidewalk Under construction 765 Sidewalk Yes Yes N/A 0.3 Yes 0.5 Yes Good Yes 1 766 Sidewalk Yes Yes N/A 1.2 Yes 3.05 Good Yes 0 767 Sidewalk Yes Yes N/A 1.0 Yes 2.85 Good Yes 0 768 Sidewalk Yes Yes N/A 1.9 Yes 1.9 Yes Good Yes 1 769 Sidewalk Yes Yes N/A 1.1 Yes 1.8 Yes Good Yes 1 770 Sidewalk Yes Yes N/A 1.35 Yes 2.5 Good Yes 0 771 Sidewalk Yes Yes N/A 0.4 Yes 2.5 Good Yes 0 772 Sidewalk Yes N/A 5.5 4.35 Good Yes 0 773 Sidewalk Yes Yes N/A 4.6 Yes 7.5 No Good Yes 0 774 Sidewalk Yes Yes N/A 5.4 1.7 Yes Good Yes 0 775 Sidewalk Yes Yes N/A 3.45 Yes 5.9 + Good Yes 0 776 Sidewalk Yes Yes N/A 0.85 Yes 3.55 No Good Yes 0 777 Sidewalk Yes Yes N/A 3.3 Yes 6.8 No Fair Vegetation Yes 0 778 Sidewalk Yes Yes N/A 4.8 Yes 4.15 No Good Yes 0 779 Sidewalk Yes Yes N/A 3.05 Yes 5.3 No Good Yes 0 780 Sidewalk Yes Yes N/A 3.3 Yes 10.55 No Good Yes 1 781 Sidewalk Yes Yes N/A 3.1 Yes 2.0 Yes Fair Some veg. Ponding Yes Ponding 1 782 Sidewalk Yes Yes N/A 3.8 Yes 3.05 Good Yes 0 783 Sidewalk Yes Yes N/A 0.25 Yes 1.9 Yes Fair Cracks and vegetation Yes 1 784 Sidewalk Yes Yes N/A 0.15 Yes 10.05 Good Yes 1 785 Sidewalk Yes Yes N/A 0.15 Yes 2.0 Yes Good Yes 1 786 Sidewalk Yes Yes N/A 0.15 Yes 1 Yes Good Yes 1 787 Sidewalk Yes Yes N/A 1.4 Yes 0.6 Yes Good Yes 1 788 Sidewalk Yes N/A 0.6 Yes 3.05 Good Yes 0 789 Sidewalk Yes N/A 1.1 Yes 1.65 Yes Good Yes 0 790 Sidewalk Yes Yes N/A 4.35 Yes 0.95 Yes Good Yes 1 791 Sidewalk Yes Yes N/A 5.85 0.5 Yes Good Yes 0 792 Sidewalk Yes Yes N/A 2.85 Yes 2.6 Good Yes 0 793 Sidewalk Yes Yes N/A 1.9 Yes 2.35 Good Yes 0 794 Sidewalk Yes Yes N/A 0.25 Yes 1.25 Yes Good Yes 1 795 Sidewalk Yes Yes N/A 0.95 Yes 2.4 Good Yes 0 796 Sidewalk Yes Yes N/A 12.15 Yes 2.0 Yes Good Yes 1 7 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 797 Sidewalk Yes Yes N/A 8.7 4.0 Fair Some veg Yes 0 798 Sidewalk Yes N/A 4.15 Yes 1.45 Yes Fair Vegetation and plant obstructing Yes Obstruction 0 799 Sidewalk Yes Yes N/A 0.65 Yes 1.1 Yes Good Plant obstructing Yes Obstruction 1 800 Sidewalk Yes Yes N/A 1.3 Yes 3.2 Good Plants obstructing Yes Obstruction 0 801 Sidewalk Yes Yes N/A 1.35 Yes 7.85 N. Good Yes 0 802 Sidewalk Yes MMII5No 3.1 Yes 2.25 No Fair Yes Obstruction 0 803 Sidewalk Yes Yes No 3.3 Yes 3.65 No Good Yes 0 804 Sidewalk Yes 4.8 Yes 1.9 Yes Fair Veg Yes 0 805 Sidewalk Yes Yes N/A 10.65 Yes 2.95 Good Yes 0 806 Sidewalk Yes N/A 0.4 Yes 10.75 No Good Yes 0 807 Sidewalk Yes N/A 1.8 Yes 7.25 No Good Yes 0 808 Sidewalk Yes Yes N/A 2.6 Yes 6.55 No Good Plant obstructing Yes Obstruction 0 809 Sidewalk Yes Yes N/A 0.4 Yes 3.65 No Good Yes 0 810 Sidewalk Yes Yes 0.05 Yes 5.3 No Good Pole obstructing Yes Obstruction 0 811 Sidewalk Yes Yes N/A 0.6 Yes 4.15 No Good Yes 0 812 Sidewalk Yes Yes N/A 2.95 Yes 13.6 No Good Yes Obstruction 1 813 Sidewalk Yes 2.35 Yes 11.4 No Good Yes 0 814 Sidewalk Yes Yes N/A 0.25 Yes 9.15 No Good Yes 0 815 Sidewalk Yes Yes N/A 7.95 0.25 Yes Good Yes 0 816 Sidewalk Yes Yes N/A 5.15 8.8 No Good Yes 0 817 Sidewalk Yes Yes N/A 4.8 Yes 2.25 No Fair Yes 0 818 Sidewalk Yes Yes N/A 2.4 Yes 5.4 No Good Yes 0 819 Sidewalk Yes Yes N/A 1.45 Yes 9.1 No Good Yes 0 820 Sidewalk Yes Yes N/A 7.15 all. 2.35 Good Yes 0 821 Sidewalk Yes Yes N/A 0.75 Yes 1.55 Yes Good Yes 1 822 Sidewalk Yes Yes N/A 1.55 Yes 2.95 No Good Yes 0 823 Sidewalk Yes Yes N/A 8.45 No 6.1 No Good Yes 0 824 Sidewalk Yes Yes Yes 6.1 6.1 No Good Yes 0 825 Sidewalk Yes 2.05 Yes 3.45 No Good Yes 0 826 Sidewalk lik N/A 1.8 Yes 3.7 No Good Yes 0 827 Sidewalk Yes Yes N/A 1.8 Yes 2.85 No Good Yes Obstruction 0 828 Sidewalk Yes 1.1 N/A 1.45 Yes 2.05 No Good Yes 0 829 Sidewalk Yes No N/A 0.85 Yes 5.3 No Fair Veg Yes 0 830 Sidewalk Yes Yes N/A 0.85 Yes 4.35 No Good Yes 0 831 Sidewalk Yes Yes N/A 4.25 Yes 2.75 No Good Yes 0 832 Sidewalk Yes Yes 5.55 7.4 No Good Yes 0 833 Sidewalk Yes Yes N/A 10.4 Yes 7.3 No Good Yes Obstruction 0 834 Sidewalk Yes Yes N/A 3.2 Yes 7.5 No Fair Plant obstructing and veg Yes Obstruction 0 835 Sidewalk Yes Yes N/A 2.85 Yes 8.8 No Fair Little veg Yes 0 836 Sidewalk Yes 1.7 Yes 3.1 Fair Yes Obstruction 0 837 Sidewalk Yes Yes N/A 9.8 0.85 Yes Fair 0 838 Sidewalk Yes Yes N/A 10.15 Yes 1.2 Yes Good Yes 1 839 Sidewalk Yes Yes N/A 1.65 Yes 0.95 Yes Fair Plant obstructing Yes Obstruction 1 840 Sidewalk Yes Yes N/A 3.05 Yes 2.95 Good Yes 0 841 Sidewalk Yes Yes N/A 0.6 Yes 4.15 Fair Yes Ponding 0 842 Sidewalk Yes Yes N/A 3.4 Yes 1.45 Yes Good Yes 1 843 Sidewalk Yes Yes N/A 3.05 Yes 1.1 Yes Good Yes 1 844 Sidewalk Yes Yes N/A 4.85 Yes 1.45 Yes Good Yes 1 845 Sidewalk Yes Yes N/A 1.2 Yes 2.95 Good Yes 0 8 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 846 Sidewalk Yes Yes 1.35 Yes 1.55 Yes Good Yes 0 847 Sidewalk Yes Yes N/A 2.85 Yes 1.9 Yes Good Yes 1 848 Sidewalk Yes Yes N/A 2.4 Yes 1.55 Yes Good Some plant obstructing Yes Obstruction 1 849 Sidewalk Yes Yes N/A 3.1 Yes 6.55 No Good Yes 0 852 Sidewalk Yes Yes N/A 0.75 Yes 8.3 No Fair Yes Obstruction 0 853 Sidewalk Yes Yes N/A 1.1 Yes 4.7 N. Fair Vegetation Yes Ponding 0 854 Sidewalk Yes Yes N/A 3.4 Yes 6.45 No Good Yes 0 855 Sidewalk Yes Yes N/A 4.8 Yes 3.75 Good Yes 0 856 Sidewalk Yes Yes N/A 5.9 1.8 Yes Good Yes 0 857 Sidewalk Yes Yes N/A 3.2 Yes 1.7 Yes Good Yes 1 858 Sidewalk Yes Yes N/A 3.55 Yes 11.3 Good Yes 1 859 Sidewalk Yes Yes N/A 4.7 Yes 7.65 Good Yes 0 860 Sidewalk Yes Yes N/A 13.85 Yes 6.9 Good Yes 0 861 Sidewalk Yes Yes N/A 15.1 Yes 7.05 Good Yes 0 862 Sidewalk Yes Yes N/A 6.45 0.85 Yes Fair Vegetation Yes 0 863 Sidewalk Yes Yes N/A 1.45 Yes 6.1 Good Yes 0 864 Sidewalk Yes Yes N/A 1.2 Yes 2.15 Good Yes 0 865 Sidewalk Yes N/A 4.85 Yes 1.2 Yes Good Yes 0 866 Sidewalk Yes Yes N/A 6.35 IFW 4.7 Good Yes 0 867 Sidewalk Yes Yes N/A 6.9 No 7.35 Good Yes 0 868 Sidewalk Yes Yes N/A 2.25 Yes 0.05 Yes Good Yes 1 869 Sidewalk Yes Yes N/A 1.7 Yes 3.6 Good Yes 0 870 Sidewalk Yes Yes N/A 3.4 Yes 6.8 N. Good Yes 0 871 Sidewalk Yes Yes N/A 4.6 Yes 2.5 No Vegetation 0 872 Sidewalk Yes Yes N/A .05 Yes .65 Yes Fair Yes 1 873 Sidewalk Yes Yes N/A 10.05 Yes 5.85 No Good Yes 0 874 Sidewalk Yes Yes N/A 3.05 Yes 7.25 No 0 875 Sidewalk Yes Yes N/A 3.2 Yes 3.65 No Good Yes 0 876 Sidewalk Yes Yes N/A 3.75 Yes 2.7 No Good Yes 0 877 Sidewalk Yes Yes N/A 3.75 Yes 3.4 No Good Yes 0 880 Sidewalk Yes Yes N/A 4.6 Yes 2.95 N. Good Yes 0 887 Sidewalk Yes Yes N/A 8.35 1.2 Yes Good Yes 0 888 Sidewalk Yes N/A 4.45 Yes 2.85 Good Vegetation Yes 0 889 Sidewalk Yes Yes N/A 2.5 Yes 1.8 Yes Good Yes 1 890 Sidewalk Yes Yes N/A 2.95 Yes 3.9 Good Yes 0 891 Sidewalk Yes N/A 3.3 Yes 3.1 Lots of vegetation Yes 0 892 Sidewalk Yes Yes N/A 3.2 Yes 2.35 Good Yes 0 893 Sidewalk Yes Yes N/A 2.75 Yes 1.8 Yes Good Yes 1 894 Sidewalk Yes Yes N/A 1 5.75 No 2.5 Good Yes 0 895 Sidewalk Yes Yes N/A 9.5 - 1.3 Yes Good Yes 0 896 Sidewalk Yes Yes N/A 1.9 Yes 2.95 Good Yes 0 898 Sidewalk Yes Yes N/A 1.9 Yes 1.35 Yes Good Yes 1 899 Sidewalk Yes Yes N/A 4.25 Yes 2.25 Good Yes 0 900 Sidewalk Yes Yes N/A 3.05 Yes 1.9 Yes Good Yes 1 901 Sidewalk Yes Yes N/A 3.1 Yes 2.4 Good Yes 0 902 Sidewalk Yes Yes N/A 5.2 4.35 Good Yes 0 903 Sidewalk Yes Yes N/A 4.95 Yes 2 Yes Good Yes 1 904 Sidewalk Yes Yes N/A 2.25 Yes 2.35 No Fair Yes 0 905 Sidewalk Yes Yes N/A 1.3 Yes .15 Yes Good Yes 1 906 Sidewalk Yes Yes N/A 2.95 Yes 4 No Fair Yes 0 907 Sidewalk Yes Yes N/A 2.5 Yes 3.8 No Good Yes 0 908 Sidewalk Yes Yes N/A 5.9 2.7 No Fair Yes 0 909 Sidewalk Yes Yes N/A 7.5 3.1 N. Good Yes 0 910 Sidewalk Yes Yes N/A 4.35 Yes 12.95 N, Good Driveway Yes 0 911 Sidewalk Yes Yes N/A 2.4 Yes 5.4 N. Good Yes 0 913 Sidewalk Yes Yes N/A 3.3 Yes 2 Yes Good Yes 1 9 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 914 Sidewalk Yes Yes N/A 2.7 Yes 3.3 Good Yes 0 915 Sidewalk Yes Yes N/A 1.9 Yes 1.9 Yes Good Yes 1 916 Sidewalk Yes Yes N/A 3.55 Yes 1.3 Yes Fair Yes 1 917 Sidewalk Yes N/A 3.1 Yes 6.7 Fair Yes 0 918 Sidewalk Yes Yes N/A 1.3 Yes 3.45 Good Yes 0 919 Sidewalk Yes Yes N/A 1.7 Yes 2.4 Fair Yes 0 920 Sidewalk Yes N/A 1.35 Yes 3 0 921 Sidewalk Yes Yes N/A .85 Yes 1.55 Yes Good Yes 1 922 Sidewalk Yes N/A 1.3 Yes 1.45 Yes Fair Yes 0 923 Sidewalk Yes Yes N/A 5.5 1.65 Yes Good Yes 0 924 Sidewalk Yes Yes N/A 2.85 Yes 3.2 Fair Yes 0 925 Sidewalk Yes No N/A .5 Yes 2 Yes Good Yes 0 929 Sidewalk Yes 4 N/A 3.3 Yes 10.2 Fair 0 930 Sidewalk Yes _JIJ,9_ Yes N/A 1.3 Yes 1.1 Yes Fair No 0 931 Sidewalk Yes Yes N/A 4 Yes 2.75 11110 932 Sidewalk Yes Yes N/A 1.3 Yes 1.3 Yes Good Yes 1 933 Sidewalk Yes Yes N/A 1.3 Yes 1.3 Yes Good Yes 1 934 Sidewalk Yes Yes N/A .75 Yes 1.8 Yes Good Yes 1 935 Sidewalk Yes Yes N/A 5.15 .3 Yes Good Yes 0 936 Sidewalk Yes Yes N/A 3.45 Yes 3.3 Good Yes 0 937 Sidewalk Yes Yes N/A 4.8 Yes 2.6 Good Yes 0 938 Sidewalk Yes Yes N/A 0 Yes 1.1 Yes Good Yes 1 939 Sidewalk Yes Yes N/A 2.15 Yes 2.5 Fair Yes 0 940 Sidewalk Yes Yes N/A 3.8 Yes .75 Yes Good Yes 1 941 Sidewalk Yes Yes N/A 7.65 1.55 Yes Good Yes 0 942 Sidewalk Yes Yes N/A 2.85 Yes 1.8 Yes Good Yes 1 943 Sidewalk Yes Yes N/A 1.9 Yes 2.35 Good Yes 0 944 Sidewalk Yes Yes N/A 0 Yes 1 Yes Good Yes 1 945 Sidewalk Yes Yes N/A 2.7 Yes 2 Yes Good Yes 1 946 Sidewalk Yes Yes N/A 3.05 Yes .75 Yes Good Yes 1 947 Sidewalk Yes Yes N/A 4.6 Yes 3.3 11111F Good Yes 0 948 Sidewalk Yes Yes N/A 7.75 2.95 No Good Yes 0 949 Sidewalk Yes Yes 13 Yes 3.55 No Fair Yes 0 950 Sidewalk Yes N/A 3.65 Yes 2.25 No Fair Yes 0 951 Sidewalk Yes Yes N/A 2.15 Yes 2.95 No Good Yes 0 952 Sidewalk Yes N/A 10.4 Yes 6.45 No Fair Yes 0 953 Sidewalk Yes N/A 8.9 9.1 No Fair Driveway Yes 0 954 Sidewalk Yes Yes N/A 4.35 Yes 2.75 No Good 0 960 Sidewalk Yes Yes N/A .75 Yes 3.45 No Good Yes 0 961 Trail Yes Yes N/A .75 Yes 3.1 N Good Yes 0 962 Trail Yes Yes N/A 1 4.7 Yes 1.8 Yes Good Yes 1 963 Trail Yes Yes N/A .65 Yes 1 Yes Good Yes 1 964 Sidewalk Yes Yes N/A 4.85 Yes 7.15 Good Driveway Yes 0 965 Sidewalk Yes Yes N/A 3.4 Yes 9.15 Good Driveway Yes 0 966 Sidewalk Yes Yes N/A 2.95 Yes .65 Yes Good Yes 1 969 Sidewalk Yes Yes N/A 14.1 Yes 2.6 Fair Yes 0 973 Trail Yes Yes N/A .5 Yes 1.7 Yes Good Yes 1 977 Sidewalk Yes Yes N/A 5.55 4.25 Good Yes 0 978 Sidewalk Yes Yes N/A 3.1 Yes 1.55 Yes Good Yes 1 979 Sidewalk Yes Yes N/A .75 Yes .6 Yes Fair 0 980 Sidewalk Yes Yes N/A 4.7 Yes 3.75 Fair Yes 0 981 Trail Yes Yes N/A 7.6 No 2.95 Good Yes 0 982 Trail Yes Yes N/A 8 11 No .15 Yes Fair Yes 0 983 Trail Yes Yes N/A 9.1 No 1.1 Yes Good Yes 0 984 Trail Yes Yes N/A 8.35 No 2.4 Good Yes 0 985 Trail Yes Yes N/A 3.9 Yes 1 Yes Good Yes 1 986 Trail Yes Yes N/A 5.05 Nn 2.4 Good Yes 0 987 Trail Yes Yes N/A 1.2 Yes 1.8 Yes Lots of holes 0 10 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 988 Trail Yes 989 Trail Yes Yes N/A 10.4 Yes 2.4 Good Yes 0 990 Trail Yes Yes N/A 2.4 Yes .5 Yes Good Yes 1 991 Trail Yes Yes N/A 2.5 Yes 3.3 Good Yes 0 992 Trail Yes Yes N/A 9.35 .85 Yes Good Yes 0 993 Sidewalk Yes Yes N/A 10.5 Yes 2.7 No Good Yes 0 994 Trail Yes Yes N/A .85 Yes 2.7 No Good Yes 0 995 Trail Yes Yes N/A 2.25 Yes 2.95 No Good Yes 0 996 Trail Yes Yes N/A 3.9 Yes 2.05 No Good Yes 0 997 Trail Yes Yes N/A 1.2 Yes 2.25 N• Good Yes 0 998 Sidewalk Yes Yes N/A 3.2 Yes 3.5 No Good Yes 0 999 Sidewalk Yes Yes N/A .3 Yes 1.45 Yes Good Yes 1 1000 Sidewalk Yes Yes N/A .65 Yes 1.7 Yes Good Yes 1 1001 Trail Yes Yes N/A 0 Yes 2.15 No Good Yes 0 1002 Sidewalk Yes Yes N/A 1 Yes 2.6 Good Yes 0 1003 Sidewalk Yes Yes N/A .15 Yes 1.45 Yes Good Yes 1 1004 Sidewalk Yes Yes N/A 3.3 Yes 3.05 Good Yes 0 1005 Sidewalk Yes Yes N/A 1.1 Yes 2.15 Good Yes 0 1006 Sidewalk Yes Yes N/A 1.1 Yes 1.7 Yes Good Yes 1 1007 Sidewalk Yes 1008 Sidewalk Yes Yes N/A 1.8 Yes 1.55 Yes Good Yes 1 1009 Sidewalk Yes Yes N/A .6 Yes 1.2 Yes Good Yes 1 1010 Sidewalk Yes Yes N/A 1.65 Yes 1.65 Yes Good Yes 1 1011 Sidewalk Yes Yes N/A 0 Yes 2 Yes Good Yes 1 1012 Sidewalk Yes Yes N/A 1.55 Yes 2.15 Good Yes 0 1013 Sidewalk Yes Yes N/A 10.05 Yes 0 Yes Good Yes 1 1014 Sidewalk Yes Yes N/A 7.25 1.35 Yes Good Yes 0 1015 Sidewalk Yes Yes N/A 3.55 Yes 1.55 Yes Good Yes 1 1016 Sidewalk Yes Yes N/A 5.55 2.4 Good Yes 0 1017 Trail Yes Yes N/A 2.95 Yes 1.8 Yes Good Yes 1 1018 Trail Yes Yes N/A 2.6 Yes 1.65 Yes Good Yes 1 1019 Trail Yes Yes N/A 3.75 Yes 1.55 Yes Good Yes 1 1020 Trail Yes Yes N/A 3.05 Yes 2.25 Good Yes 0 1021 Sidewalk Yes Yes N/A .65 Yes 1.55 Yes Good Yes 1 1022 Sidewalk Yes Yes N/A 2.7 Yes 2.7 Good Yes 0 1023 Sidewalk Yes Yes N/A 14.65 Yes 2.7 Good Yes 0 1024 Sidewalk Yes Yes N/A 5.4 3.2 Good Yes 0 1025 Sidewalk Yes Yes N/A 12.5 Yes 2.75 Good Yes 0 1026 Sidewalk Yes Yes N/A 4.8 Yes 1.45 Yes Good Yes 1 1027 Trail Yes Yes N/A 8.45 1 Yes Good Yes 0 1028 Trail Yes Yes N/A 12.1 Yes 1.45 Yes Good Yes 1 1029 Trail Yes Yes N/A 1.9 Yes 3.1 11116 Good Yes 0 1030 Trail Yes Yes N/A 1 Yes 3.2 No Good Yes 0 1031 Trail Yes Yes N/A 4.6 Yes 2.7 No Good Yes 0 1032 Trail Yes Yes N/A .6 Yes 2.7 Good Yes 0 1033 Sidewalk Yes Yes N/A 1.55 Yes 1.7 Yes Good Yes 1 1034 Trail Yes Yes N/A .25 Yes 3.75 No Good Yes 0 1035 Sidewalk Yes Yes N/A 6.45 1.55 Yes Good Yes 0 1036 Sidewalk Yes Yes N/A 9.95 2.4 - Good Yes 0 1037 Sidewalk Yes Yes N/A 10.55 Yes 1 Yes Good Yes 1 1038 Sidewalk Yes 1039 Trail Yes Yes N/A 9.5 No 0 Yes Good Yes 0 1040 Trail Yes Yes N/A 7.65 M.. \ • 1.2 Yes Good Yes 0 1041 Trail Yes Yes N/A 1.1 Yes 2.05 Good Yes 0 1042 Trail Yes Yes N/A 1.2 Yes 2 Yes Good Yes 1 1043 Sidewalk Yes Yes N/A 2.25 Yes 2.85 Good Yes 0 1044 Trail Yes Yes N/A 4.25 Yes .6 Yes Good Yes 1 1045 Sidewalk Yes Yes N/A 3.55 Yes .85 Yes Good Yes 1 11 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1046 Sidewalk Yes Yes N/A 2.4 Yes .5 Yes Good Yes 1 1116 Sidewalk Yes Yes N/A 0 Yes 1.3 Yes Good Yes 1 1122 Trail Yes Yes N/A 1 Yes 2.95 Good Yes 0 1123 Trail Yes Yes N/A 3.4 Yes 2.5 Good Yes 0 1128 Trail Yes Yes N/A 1.55 Yes 0.05 Yes Good Yes 1 1132 Trail Yes Yes N/A 9.7 .6 Yes Good Yes 0 1133 Trail Yes Yes N/A 7.4 No .75 Yes Good Yes 0 1134 Trail Yes Yes N/A 9.85 • .4 Yes Good Yes 0 1136 Sidewalk Yes Yes N/A 1.55 Yes 1 Yes Good Yes 1 1137 Sidewalk Yes Yes N/A 1.65 Yes 1.3 Yes Good Yes 1 1138 Trail Yes Yes N/A .4 Yes .95 Yes Good Yes 1 1139 Sidewalk Yes Yes N/A .25 Yes 2 Yes Good Yes 1 1140 Sidewalk Yes Yes N/A .15 Yes .35 Yes Good Yes 1 1141 Sidewalk Yes Yes N/A 5.85 .4 Yes Good Yes 0 1142 Sidewalk Yes Yes N/A 7.15 2.05 Good Yes 0 1143 Sidewalk Yes Yes N/A 2.4 Yes 1 Yes Good Yes 1 1144 Sidewalk Yes Yes N/A .85 Yes 1.55 Yes Good Yes 1 1148 Sidewalk Yes Yes N/A 3.45 Yes .65 Yes Good Yes 1 1149 Sidewalk Yes Yes ,. 4.85 Yes 2.75 Good Yes 0 1150 Sidewalk Yes Yes 1.1 Yes 2.85 Good Yes 0 1151 Sidewalk Yes Yes adil... al N/A 4 Yes 1.9 Yes Good Yes 1 1152 Sidewalk Yes Yes Yes 1.7 Yes 2.35 Good Yes 0 1153 Sidewalk Yes Yes N/A 3.4 Yes 2.6 Fair Yes 0 1154 Sidewalk Yes Yes N/A 1.8 Yes 5.15 Good Yes 0 1155 Sidewalk Yes Yes Yes 2.35 Yes 2.05 Good Yes 0 1158 Sidewalk Yes Yes N/A 4.5 Yes 1.45 Yes Good Yes 1 1159 Sidewalk Yes Yes N/A 3.55 Yes .25 Yes Fair Yes 1 1160 Trail Yes Yes N/A .95 Yes 4.85 Good Yes 0 1161 Trail Yes Yes N/A .65 Yes 5.05 Good Yes 0 1162 Trail Yes Yes N/A .25 Yes 3.1 Good Yes 0 1163 Trail Yes Yes N/A 2.5 Yes 8.1 Fair 0 1164 Trail Yes Yes N/A .5 Yes 4.1 Fair Yes 0 1165 Trail Yes Yes N/A .4 Yes 3.8 Good Yes 0 1166 Trail Yes Yes N/A 2.4 Yes .4 Yes Good Yes 1 1167 Trail Yes Yes N/A 1.45 Yes 1.7 Yes Good Yes 1 1168 Trail Yes Yes N/A 1.45 Yes 2.05 Good Yes 0 1169 Trail Yes Yes N/A .25 Yes 2.4 Good Yes 0 1170 Trail Yes Yes N/A 1 Yes .5 Yes Good Yes 1 1171 Sidewalk Yes Yes N/A 1.3 Yes 2.4 Good Yes 0 1172 Sidewalk Yes Yes N/A .75 Yes 2.5 Good Yes 0 1173 Sidewalk Yes Yes N/A 1 Yes 2.55 Good Yes 0 1174 Sidewalk Yes Yes N/A .25 Yes 2.25 Good Yes 0 1175 Sidewalk Yes Yes N/A 1.7 Yes 1.9 Yes Fair Yes 1 1176 Sidewalk Yes Yes N/A 6.2 1.9 Yes Good Yes 0 1177 Sidewalk Yes Yes N/A 0 Yes 1.9 Yes Good Yes 1 1178 Sidewalk Yes Yes .15 Yes 1.1 Yes Fair Yes 0 1179 Trail Yes Yes .25 Yes 2.4 Good Yes 0 1180 Sidewalk Yes Yes N/A .85 Yes 3.45 Fair Yes 0 1181 Sidewalk Yes Yes N/A .4 Yes .95 Yes Fair Yes 1 1182 Sidewalk Yes Yes N/A .6 Yes .3 Yes Fair Yes 1 1183 Sidewalk Yes Yes N/A .5 Yes 1.1 Yes Good Yes 1 1184 Trail Yes Yes N/A .15 Yes 2.7 Good Yes 0 1253 Sidewalk Yes Yes N/A 10.2 Yes 2 Yes Good Yes 1 1254 Sidewalk Yes Yes N/A 15.2 Yes 2.95 Good Yes 0 1255 Sidewalk Yes Yes N/A 9.35 2.6 Good Yes 0 1256 Trail Yes Yes N/A 1.9 Yes 1.2 Yes Good Yes 1 1257 Trail Yes Yes N/A 3.55 Yes .95 Yes Good Yes 1 1258 Trail Yes Yes N/A 2.05 Yes 2.7 Good Yes 0 12 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1259 Trail Yes Yes N/A 2.25 Yes 2.15 Good Yes 0 1260 Trail Yes Yes N/A 4.35 Yes 1.3 Yes Good Yes 1 1261 Trail Yes Yes N/A 11.9 Yes 1.2 Yes Good Yes 1 1262 Sidewalk Yes Yes 6.1 1.8 Yes Good Yes 0 1263 Trail Yes Yes N/A 2.7 Yes 2.15 . Good Yes 0 1264 Trail Yes Yes N/A .5 Yes 1.35 Yes Fair Yes 1 1265 Trail Yes Yes N/A 1.8 Yes 2.95 No Good Yes 0 1266 Sidewalk Yes Yes N/A 3.65 Yes 10.55 No Good Driveway Yes 0 1267 Sidewalk Yes Yes N/A 1.1 Yes 7.15 No Good Yes 0 1268 Sidewalk Yes Yes N/A 3.9 Yes 6.1 No Good Yes 0 1269 Sidewalk Yes Yes N/A 2.5 Yes 3.9 No Good Yes 0 1270 Sidewalk Yes Yes N/A 1.35 Yes 3.05 No Good Yes 0 1271 Sidewalk Yes Yes N/A 1.7 Yes .25 Yes Good Yes 1 1272 Sidewalk Yes Yes N/A 0 Yes 2.15 N Fair 0 1273 Sidewalk Yes Yes N/A .85 Yes 3.05 N Good Yes 0 1274 Sidewalk Yes Yes N/A .4 Yes 2.75 Good Yes 0 1275 Trail Yes Yes N/A 1.1 Yes 1.55 Yes Good Yes 1 1276 Trail Yes Yes N/A 3.45 Yes 1.3 Yes Good Yes 1 1277 Trail Yes Yes N/A .6 Yes .75 Yes Good Yes 1 1278 Trail Yes Yes N/A 1.8 Yes 2 Yes Good Yes 1 1279 Trail Yes Yes N/A 0 Yes 4.95 A:` Good Yes 0 1289 Trail Yes Yes N/A 6.95 2.4 No Good Yes 0 1291 Trail Yes Yes N/A 3.65 Yes 5.65 Fair Couple cracks Yes 0 1301 Trail Yes Yes N/A 1.35 Yes 2.4 Good Yes 0 1302 Trail Yes 10 N/A 1.3 Yes 1.45 Yes Fair Yes Ponding 0 1303 Trail Yes No N/A 3.3 Yes .5 Yes Good Yes 0 1304 Trail Yes No .25 Yes 1 Yes Good Yes 0 1305 Sidewalk Yes Yes N/A 2.4 Yes 2.4 Good Yes Ponding 0 1306 Sidewalk Yes ■ N/A 0.65 Yes 3.4 Good Yes 0 1307 Sidewalk Yes Yes N/A .75 Yes 1.8 Yes Good Yes 1 1308 Sidewalk Yes Yes N/A 4.6 Yes 3.05 Good Yes 0 1309 Sidewalk Yes Yes N/A 4.1 Yes 2 Yes Fair No 0 1310 Sidewalk Yes No N/A 5.55 - 1.55 Yes Fair No 0 1311 Sidewalk Yes No N/A 7.75 No .4 Yes Fair No 0 1312 Sidewalk Yes No N/A 5.85 1.8 Yes Fair 0 1313 Sidewalk Yes No 'o .4 Yes 2.15 Good Yes 0 1315 Sidewalk Yes No ANON. al .15 Yes 2.6 Fair Yes 0 1316 Sidewalk Yes No N/A 3.1 Yes 1.7 Yes Good Yes 0 1317 Sidewalk Yes No N/A 3.9 Yes 1.7 Yes Fair 0 1318 Sidewalk Yes Yes N/A 12.8 Yes 2.25 Good Yes 0 1319 Sidewalk Sidewalk Yes Yes - Yes N/A N/A .85 1.55 Yes _ Yes 1 3.1 Yes Fair Good Yes 0 0 1320 1321 Sidewalk Yes Yes No 1.6 Yes 1.2 Yes Good Yes 0 1322 Sidewalk Yes 111111Ro Ali. 4 1.7 Yes 5.9 Good Yes 0 1323 Sidewalk Yes Yes N/A 7.85 1.65 Yes Fair P 0 1395 Sidewalk Yes Yes N/A .6 Yes 3.75 Good Yes 0 1396 Sidewalk Yes No I N/A 3.05 Yes 2.75 Good Yes 0 1397 Sidewalk Yes No N/A .25 Yes .25 Yes Fair 0 1398 Sidewalk Yes No N/A 1.15 Yes 1.2 Yes Fair Yes 0 1399 Sidewalk Yes No N/A 15.9 Yes .65 Yes Fair No 0 1400 Sidewalk Yes No N/A 5.2 .85 Yes Fair No 0 1401 Sidewalk Yes No N/A 2.6 Yes 5.5 Fair No 0 1402 Sidewalk Yes No N/A 8.3 2.35 Fair No 0 1403 Sidewalk Yes No N/A 3.05 Yes 1 Yes Good Yes 0 1404 Sidewalk Yes No111 N/A .15 Yes 1.45 Yes Good Yes 0 1405 Sidewalk Yes Il No N/A 2.35 Yes 6 Fair I No Ponding 0 1406 Sidewalk Yes No N/A 3.65 Yes .25 Yes Good Yes 0 13 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1407 Sidewalk Yes or No N/A 1.45 Yes .95 Yes Fair No 0 1408 Sidewalk Yes N/A 1.55 Yes 1.7 Yes Fair 0 1409 Sidewalk Yes N/A 9 .65 Yes Fair 0 1410 Sidewalk Yes Yes N/A 5.75 1.8 Yes Good Yes 0 1411 Sidewalk Yes Yes N/A 14.45 Yes 3.75 Good Yes 0 1412 Sidewalk Yes Yes N/A .5 Yes .6 Yes Good Yes 1 1413 Sidewalk Yes Yes N/A 2.6 Yes 1.1 Yes Good Yes 1 1414 Trail Yes Yes N/A 1.3 Yes 1.35 Yes Good Yes 1 1415 Trail Yes Yes N/A .5 Yes .15 Yes Good Yes 1 1416 Sidewalk Yes Yes N/A .75 Yes 1.7 Yes Good Yes 1 1418 Sidewalk Yes Yes No 1.1 Yes 2.05 No Good Yes 0 1419 Sidewalk Yes Yes I 1.65 Yes 2.05 No Good Yes 0 1420 Sidewalk Yes Yes N/A 1.2 Yes 2.95 No Good Yes 0 1421 Trail Yes N/A 3.45 Yes 3.35 No Fair 0 1422 Sidewalk Yes N/A 6.2 2.05 Good 0 1700 Sidewalk Yes Yes N/A 1.65 Yes .95 Yes Good Yes 1 1701 Sidewalk Yes Yes N/A 2.25 Yes 1.55 Yes Fair 0 1702 Sidewalk Yes Yes N/A 2.35 Yes 2.6 Good Yes 0 1703 Sidewalk Yes Yes N/A 4 Yes 1.55 Yes Fair Yes 1 1704 Sidewalk Yes Yes N/A .6 Yes .3 Yes Good Yes 1 1705 Sidewalk Yes Yes N/A 2.85 Yes 1 Yes Fair Yes 1 1710 Trail Yes Yes N/A 1.2 Yes 2.25 Good 0 1711 Trail Yes Yes N/A .3 Yes 4 Good Yes 0 1712 Trail Yes Yes N/A 1 Yes 4 Good Yes 0 1713 Trail Yes Yes N/A 16.25 Yes .75 Yes Good Yes 1 1714 Trail Yes Yes N/A 5.65 4.6 Fair Yes 0 1715 Trail Yes Yes N/A 22.05 Yes 1.2 Yes Good Yes 1 1716 Trail Yes Yes N/A .6 Yes 2.7 Good Yes 0 1717 Trail Yes Yes N/A 0 Yes 2.7 Good Yes 0 1718 Trail Yes Yes N/A 4 Yes .25 Yes Good Yes 1 1719 Trail Yes Yes N/A 1.9 Yes .95 Yes Good 0 1720 Trail Yes Yes N/A 1.65 Yes 3.05 Good Yes 0 1721 Trail Yes Yes N/A 12.7 Yes 1 Yes Good Yes 1 1722 Trail Yes Yes N/A 9.7 i 1.45 Yes Fair Obstruction 0 1723 Trail Yes Yes N/A 3.1 Yes 5.4 Good Yes 0 1724 Trail Yes Yes N/A 19.4 Yes 5.5 Good Yes 0 1725 Trail Yes Yes N/A 9.5 lw. 7� .75 Yes Good 0 1726 Sidewalk Yes Yes N/A 7.25 No .05 Yes Good Yes 0 1727 Trail Yes Yes N/A 5.15 ` No .85 Yes Good Yes 0 1728 Trail Yes Yes N/A 1.45 Yes 5.65 Good Yes 0 1729 Trail Yes Yes N/A 1 7.5 No 1.65 Yes Good Yes 0 1730 Sidewalk Yes Yes N/A 5.4 - .95 Yes Good Yes 0 1731 Trail Yes Yes N/A .95 Yes 1 Yes Good Yes 1 1732 Trail Yes Yes 4.35 Yes 1 Yes Good Yes 0 1733 Trail Yes Yes Yes 3.45 Yes 3.55 Good Yes 0 1734 Sidewalk Yes Yes N/A 6.25 1.1 Yes Good Yes 0 1735 Sidewalk Yes Yes N/A .3 Yes 2.35 Good Yes 0 1736 Sidewalk Yes Yes Yes .05 Yes 2.15 Good Yes 0 1737 Sidewalk Yes Yes N/A .95 Yes 1.1 Yes Good Yes 1 1738 Sidewalk Yes Yes N/A 8.2 2.85 Good Yes 0 1739 Sidewalk Yes Yes N/A 5.3 4.45 Good Yes 0 1740 Sidewalk Yes Yes N/A .3 Yes 3.45 Good Yes 0 1741 Sidewalk Yes Yes N/A 1.9 Yes 4.6 Good Yes 0 1742 Trail Yes Yes N/A 1.45 Yes .6 Yes Good Yes 1 1743 Trail Yes Yes N/A .25 Yes 2.4 Good Yes 0 1744 Sidewalk Yes Yes N/A 10.5 Yes 2.95 Good Yes 0 1745 Sidewalk Yes Yes N/A 5.05 4.85 Fair 0 1746 Sidewalk Yes Yes 1.35 Yes 1.55 Yes Fair Ponding 0 14 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1747 Sidewalk Yes Yes No .05 Yes .25 Yes Good Yes 0 1748 Trail Yes Yes I. No . 3.2 Yes 1.45 Yes Good Yes 0 1749 Trail Yes Yes N/A .5 Yes 2 Yes Good Yes 1 1750 Sidewalk Yes Yes 1.2 Yes .05 Yes Good Ponding 0 1751 Sidewalk Yes Yes N/A .4 Yes 2.25 Good Yes 0 1752 Sidewalk Yes Yes N/A 6.9 .25 Yes Good Yes 0 1753 Sidewalk Yes Yes N/A .3 Yes .25 Yes Good Yes 1 1754 Sidewalk Yes Yes N/A .15 Yes .75 Yes Good Yes 1 1755 Sidewalk Yes Yes N/A .6 Yes .85 Yes Good Yes 1 1756 Sidewalk Yes Yes N/A .95 Yes 2 Yes Good Yes 1 1757 Sidewalk Yes Yes N/A 3.75 Yes 1.8 Yes Good Yes 1 1758 Sidewalk Yes Yes N/A 1.55 Yes 2.15 Good Yes 0 1759 Sidewalk Yes Yes N/A .25 Yes .75 Yes Good Yes 1 1760 Sidewalk Yes Yes N/A 9.85 2.6 Good Yes 0 1761 Sidewalk Yes Yes N/A 1.3 Yes 1.35 Yes Good Yes 1 1762 Sidewalk Yes Yes N/A .4 Yes 1.8 Yes Good Yes Ponding 1 1763 Sidewalk Yes Yes N/A 0 Yes 1.45 Yes Good 0 1764 Trail Yes Yes N/A 4.15 Yes 1.7 Yes Good Yes 1 1765 Sidewalk Yes Yes N/A 2.95 Yes .5 Yes Good Yes 1 1766 Sidewalk Yes Yes N/A .95 Yes 1.35 Yes Good Yes 1 1767 Sidewalk Yes Yes N/A .65 Yes .6 Yes Good Yes 1 1768 Sidewalk Yes Yes N/A 1.7 Yes 1.35 Yes Good Yes 1 1769 Sidewalk Yes Yes N/A 4.1 Yes 1.7 Yes Good Yes 1 1770 Sidewalk Yes Yes N/A .95 Yes 2.05 Good Yes 0 1771 Sidewalk Yes Yes N/A 0 Yes 2.25 Good Yes 0 1772 Sidewalk Yes Yes N/A .5 Yes 2.25 Good Yes Ponding 0 1773 Sidewalk Yes Yes N/A 3.45 Yes 1.1 Yes Good Yes 1 1774 Sidewalk Yes Yes N/A .65 Yes 2.5 No Good Yes 0 1775 Sidewalk Yes Yes N/A 1.65 Yes 4.25 No Good Yes 0 1776 Sidewalk Yes Yes N/A .25 Yes 2.95 No Good Yes 0 1777 Sidewalk Yes Yes N/A 1.65 Yes 5.5 No Good Yes 0 1778 Sidewalk Yes Yes N/A .65 Yes 4.8 N. Good Yes 0 1779 Sidewalk Yes Yes N/A 1.45 Yes 4.45 No Good Yes 0 1780 Sidewalk Yes Yes N/A .75 Yes 2.85 Good Yes 0 1781 Sidewalk Yes Yes N/A 1.7 Yes .05 Yes Good Yes 1 1782 Sidewalk Yes Yes N/A 3.05 Yes 1.7 Yes Good Yes 1 1783 Sidewalk Yes Yes N/A 1.8 Yes 1 Yes Good Yes 1 1784 Sidewalk Yes Yes N/A 1.1 Yes .95 Yes Good Yes 1 1785 Sidewalk Yes Yes N/A .15 Yes 1.8 Yes Good Yes 1 1786 Sidewalk Yes Yes N/A 0 Yes 1.45 Yes Good Yes 1 1787 Sidewalk Yes Yes N/A .95 Yes 2.35 Good Yes 0 1788 Sidewalk Yes Yes N/A 2.25 Yes 4.45 No Good Yes 0 1789 Sidewalk Yes Yes N/A 2.05 Yes 2.5 No Good Yes 0 1790 Sidewalk Yes Yes N/A .5 Yes 2.05 No Good Yes 0 1791 Sidewalk Yes Yes N/A 1.9 Yes 2.15 No Good Yes 0 1792 Sidewalk Yes Yes N/A .3 Yes 2.6 No Good Yes 0 1798 Trail Yes Yes Yes .85 Yes 1.65 Yes Fair 0 1800 Sidewalk Yes Yes N/A .3 Yes 1.7 Yes Good Yes 1 1801 Trail Yes Yes N/A 1.9 Yes 1.8 Yes Good Yes 1 1802 Sidewalk Yes Yes N/A 1.1 Yes 2.15 Good Yes 0 1803 Sidewalk Yes Yes N/A 1 Yes 1.5 Yes Good Yes 1 1804 Sidewalk Yes Yes N/A .85 Yes .25 Yes Good Yes 1 1805 Sidewalk Yes Yes N/A .75 Yes .75 Yes Good Yes 1 1806 Sidewalk Yes Yes N/A 1.2 Yes 2.25 Good Yes 0 1807 Sidewalk Yes Yes N/A .75 Yes 1.65 Yes Good Yes 1 1808 Sidewalk Yes Yes N/A .5 Yes .6 Yes Good Yes 1 1809 Sidewalk Yes Yes N/A .6 Yes .25 Yes Good 0 1810 Sidewalk Yes Yes N/A .4 Yes 2.15 Good Yes 0 15 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1811 Sidewalk Yes Yes N/A 2 Yes 1.7 Yes Good Yes 1 1812 Sidewalk Yes Yes N/A 1.35 Yes .75 Yes Good Yes 1 1813 Sidewalk Yes Yes N/A 1.35 Yes 1.7 Yes Good Yes 1 1814 Sidewalk Yes Yes N/A 1.2 Yes .95 Yes Good Yes 1 1815 Sidewalk Yes Yes N/A 1.35 Yes 1.65 Yes Good Yes 1 1816 Sidewalk Yes Yes N/A 1.45 Yes .65 Yes Good Yes 1 1817 Sidewalk Yes Yes N/A 2.8 Yes 2.15 Good Yes 0 1818 Sidewalk Yes Yes N/A 3.55 Yes 2.35 Good Yes 0 1819 Sidewalk Yes Yes N/A 2.35 Yes 2.25 Good Yes 0 1820 Sidewalk Yes Yes N/A 1.45 Yes 1.1 Yes Good Yes 1 1821 Sidewalk Yes Yes N/A 1.3 Yes .95 Yes Good Yes 1 1822 Sidewalk Yes Yes N/A 1.8 Yes .15 Yes Good Yes 1 1823 Sidewalk Yes Yes 6.2 .65 Yes Good Yes Ponding 0 1824 Sidewalk Yes Yes N/A 18.05 Yes 1.3 Yes Good Yes 1 1825 Sidewalk Yes Yes N/A .6 Yes .75 Yes Good Yes 1 1826 Sidewalk Yes Yes N/A 1.65 Yes 1.3 Yes Good Yes 1 1827 Sidewalk Yes Yes N/A .85 Yes 2.15 Good Yes 0 1828 Sidewalk Yes Yes N/A 1 Yes .5 Yes Good Yes 1 1829 Sidewalk Yes Yes N/A .6 Yes .25 Yes Good Yes 1 1830 Sidewalk Yes Yes N/A 12.5 Yes 1.9 Yes Good Yes 1 1831 Sidewalk Yes Yes N/A 1.2 Yes 0 Yes Good Yes 1 1832 Sidewalk Yes Yes N/A 1.45 Yes .25 Yes Good Yes 1 1833 Sidewalk Yes Yes N/A 1.45 Yes 1.65 Yes Good Yes 1 1836 Sidewalk Yes Yes N/A .85 Yes 2.6 Good Yes 0 1837 Sidewalk Yes Yes N/A .6 Yes 1.65 Yes Good Yes 1 1838 Sidewalk Yes Yes N/A .85 Yes .85 Yes Good Yes 1 1839 Sidewalk Yes Yes 6.95 .5 Yes Good Yes 0 1840 Sidewalk Yes Yes -Lia- • 2.4 Yes .4 Yes Good Yes 0 1841 Sidewalk Yes Yes N/A 2.7 Yes 2.05 Good Yes 0 1842 Sidewalk Yes Yes N/A 1.6 Yes .5 Yes Good Yes 1 1843 Sidewalk Yes Yes N/A 1 Yes .6 Yes Good Yes 1 1844 Sidewalk Yes Yes N/A 2.95 Yes .75 Yes Good Yes 1 1845 Sidewalk Yes Yes N/A 2.75 Yes 2.35 Good Yes 0 1846 Sidewalk Yes Yes N/A 1.7 Yes .65 Yes Good Yes 1 1847 Sidewalk Yes Yes 1.65 Yes 2.4 Good Yes 0 1848 Sidewalk Yes Yes No 0 Yes .3 Yes Good Yes 0 1849 Sidewalk Yes Yes 4 2.15 Yes 2.5 Good Yes 0 1850 Sidewalk Yes Yes N/A 3.2 Yes .5 Yes Good Yes 1 1851 Sidewalk Yes Yes N/A 4.35 Yes 1.45 Yes Good Yes 1 1852 Sidewalk Yes Yes N/A 3.45 Yes 1 Yes Good Yes 1 1853 Sidewalk Yes Yes N/A 2.15 Yes 1.35 Yes Good Yes 1 1854 Sidewalk Yes Yes N/A 8.9 .85 Yes Good Yes 0 1855 Sidewalk Yes Yes N/A 2.85 Yes 2 Yes Good 0 1856 Sidewalk Yes Yes N/A 2.35 Yes .95 Yes Good Yes 1 1857 Sidewalk Yes Yes N/A .85 Yes 1.8 Yes Good Yes 1 1858 Sidewalk Yes Yes N/A 3.75 Yes .15 Yes Good Yes 1 1859 Sidewalk Yes Yes N/A 1 Yes .5 Yes Good Yes 1 1860 Sidewalk Yes Yes N/A 1.65 Yes .15 Yes Good Yes 1 1861 Sidewalk Yes Yes N/A 8.65 2 Yes Good Yes 0 1862 Sidewalk Yes Yes N/A 5.85 1.35 Yes Good Yes 0 1863 Sidewalk Yes Yes N/A 1.55 Yes 1.55 Yes Good Yes 1 1864 Sidewalk Yes Yes N/A 2.5 Yes .5 Yes Good Yes 1 1865 Sidewalk Yes Yes N/A 1.2 Yes 1.7 Yes Good Yes 1 1866 Sidewalk Yes Yes N/A 1.9 Yes 3.1 Good Yes 0 1867 Sidewalk Yes Yes N/A 2.4 Yes 2.15 Good Yes 0 1868 Sidewalk Yes Yes N/A 2.95 Yes 2.35 Good Yes 0 1869 Sidewalk Yes Yes N/A 2.95 Yes 1.55 Yes Good Yes 1 1870 Sidewalk Yes Yes N/A .6 Yes 1 Yes Good Yes 1 16 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1871 Sidewalk Yes Yes N/A 2.25 Yes 2.15 Good Yes 0 1872 Sidewalk Yes Yes N/A 1.65 Yes .6 Yes Good Yes 1 1873 Sidewalk Yes Yes N/A 2.4 Yes 1.65 Yes Good Yes 1 1874 Sidewalk Yes Yes N/A 13.85 Yes .5 Yes Good Yes 1 1875 Sidewalk Yes Yes N/A 3.9 Yes .5 Yes Good Yes 1 1876 Sidewalk Yes Yes N/A 2.7 Yes 1.9 Yes Good Yes 1 1877 Sidewalk Yes Yes N/A 2.15 Yes .15 Yes Good Yes 1 1878 Trail Yes Yes N/A .3 Yes 1.9 Yes Good Yes 1 1879 Sidewalk Yes Yes N/A 5.5 2.05 Good Yes 0 1881 Sidewalk Yes Yes N/A 12.6 Yes 3.3 0 1882 Sidewalk Yes Yes N/A 1.2 Yes .85 Yes Good Yes 1 1883 Sidewalk Yes Yes N/A .3 Yes 10.4 Good Yes 1 1884 Sidewalk Yes Yes N/A .25 Yes 2 Yes Good Yes 1 1885 Sidewalk Yes Yes N/A 3.3 Yes 3.2 Good Yes 0 1886 Sidewalk Yes 10 .3 Yes 2.7 Good Yes 0 1887 Sidewalk Yes Yes No 6.7 1 Yes Fair 0 1888 Sidewalk Yes N/A 7.65 No 2.05 Fair Yes 0 1889 Sidewalk Yes Yes N/A 7.6 No 1.9 Yes Good Yes 0 1890 Sidewalk Yes Yes N/A 8 .3 Yes Good Yes 0 1891 Sidewalk Yes Yes R No 2.3 Yes 3.8 Good Yes 0 1892 Sidewalk Yes Yes No 1.35 Yes .85 Yes Good Yes 0 1893 Sidewalk Yes Yes N/A 1.1 Yes 1.7 Yes Good Yes 1 1894 Sidewalk Yes Yes N/A .25 Yes 1.8 Yes Good Yes 1 1895 Sidewalk Yes Yes N/A .95 Yes 1.2 Yes Good Yes 1 1896 Sidewalk Yes Yes N/A .05 Yes 2.05 Good Yes 0 1897 Sidewalk Yes Yes 1.9 Yes .15 Yes Good Yes 0 1898 Sidewalk Yes Yes N/A 2.3 Yes .85 Yes Good Yes 1 1899 Sidewalk Yes Yes N/A 5.85 1.65 Yes Good Yes 0 1900 Sidewalk Yes Yes N/A 10.1 Yes 7.3 Good Yes 0 1901 Sidewalk Yes Yes N/A 2.85 Yes 1.35 Yes Good Yes 1 1902 Sidewalk Yes Yes N/A 2.35 Yes 2.4 Good Yes 0 1903 Sidewalk Yes Yes N/A 3.55 Yes .6 Yes Good Yes 1 1904 Sidewalk Yes Yes N/A 3.45 Yes .3 Yes Good Yes 1 1905 Sidewalk Yes Yes N/A 1 Yes 1.9 Yes Good Yes 1 1906 Sidewalk Yes Yes N/A 2.4 Yes 1.1 Yes Good Yes 1 1907 Trail Yes Yes N/A 4.1 Yes 2.4 Good Yes 0 1908 Trail Yes Yes N/A 2.7 Yes .85 Yes Good 0 1909 Trail Yes Yes N/A 1.35 Yes 3.1 Good Yes 0 1910 Trail Yes Yes 2.35 Yes 2.5 Good Yes 0 1911 Sidewalk Yes Yes N/A 4 Yes 2.25 Good Yes 0 1912 Sidewalk Yes Yes N/A 7.6 , . .75 Yes Fair Yes 0 1913 Sidewalk Yes Yes N/A 7.05 No 6.35 Good Yes 0 1914 Sidewalk Yes Yes N/A 5.85 No 1.65 Yes Good Yes 0 1915 Sidewalk Yes Yes N/A 12.85 Yes .65 Yes Good Yes 1 1916 Trail Yes Yes N/A 0 Yes 3.2 Good Yes 0 1917 Trail Yes Yes N/A 1.7 Yes 4.25 Good Yes 0 1918 Trail Yes Yes N/A 1 Yes 4.6 Good Yes 0 1919 Trail Yes Yes N/A 3.3 Yes 4 Good Yes 0 1920 Sidewalk Yes Yes N/A 1.9 Yes 1.35 Yes Good Yes 1 1921 Sidewalk Yes Yes N/A 1.9 Yes 3.1 Good Yes 0 1922 Sidewalk Yes Yes N/A .25 Yes 2.25 Good Yes 0 1923 Sidewalk Yes Yes N/A 4.45 Yes 3.45 Good Yes 0 1924 Trail Yes Yes N/A 4.15 Yes 3.8 Good Yes 0 1925 Sidewalk Yes Yes N/A 4.15 Yes 1.7 Yes Good Yes 1 1926 Sidewalk Yes Yes N/A 3.9 Yes 2.6 Good Yes 0 1927 Sidewalk Yes Yes N/A 2.15 Yes 3.3 Good Yes 0 1928 Sidewalk Yes Yes N/A 4.8 Yes 5.4 Good Yes 0 1929 Trail Yes Yes N/A 2.85 Yes 3.65 Good Yes 0 17 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 1930 Trail Yes Yes N/A 14.65 Yes 4 Fair 0 1931 Trail Yes Yes N/A 6.2 1.35 Yes Good Yes 0 1932 Trail Yes Yes N/A 1.2 Yes 2.15 Good Yes 0 1935 Trail Yes Yes .6 Yes 2.75 Good Yes 0 1936 Trail Yes Yes N/A .75 Yes 4.35 Good Yes 0 1937 Trail Yes Yes .15 Yes 1.8 Yes Good 0 1938 Trail Yes Yes N/A 1.55 Yes 3.2 Good Yes 0 1939 Sidewalk Yes Yes 2.05 Yes 2.15 Good Yes 0 1940 Sidewalk Yes Yes N/A .6 Yes 2.25 Good Yes 0 1953 Trail Yes Yes N/A 6.25 1 Yes Good Yes 0 1954 Trail Yes Yes N/A 3.1 Yes .4 Yes Good Yes 1 1955 Trail Yes Yes N/A 3.9 Yes .3 Yes Good Yes 1 1956 Trail Yes Yes N/A 5.9 .5 Yes Good Yes 0 1957 Trail Yes Yes N/A .65 Yes 1.55 Yes Good Yes 1 1958 Trail Yes Yes N/A 4.8 Yes 2.15 Good Yes 0 1959 Trail Yes Yes N/A 6.55 .85 Yes Good Yes 0 1960 Trail Yes Yes N/A 0 Yes .6 Yes Good Yes 1 1961 Trail Yes Yes N/A 1.3 Yes 2.4 Good Yes 0 1966 Trail Yes Yes N/A 1.55 Yes 1.35 Yes Good Yes 1 1967 Trail Yes Yes N/A 2.15 Yes 1.1 Yes Good Yes 1 1968 Trail Yes Yes N/A .6 Yes 2.4 Good Yes 0 1969 Trail Yes Yes N/A 5.5 1.3 Yes Good Yes 0 1976 Trail Yes Yes N/A 1.2 Yes 1.65 Yes Good Yes 1 1977 Trail Yes Yes N/A .85 Yes 1.7 Yes Good Yes 1 1978 Trail Yes Yes N/A 6.55 No 2.75 Good Yes 0 1979 Trail Yes Yes N/A 9.5 No .05 Yes Good Yes 0 1980 Trail Yes Yes N/A 9.25 No 1.7 Yes Good Yes 0 1981 Trail Yes Yes N/A 7.3 ► . .4 Yes Good Yes 0 1982 Trail Yes Yes N/A 1.2 Yes 1.3 Yes Good Yes 1 1983 Trail Yes Yes N/A .85 Yes .4 Yes Good Yes 1 1988 Trail Yes Yes N/A 4.35 Yes 1.55 Yes Good Yes 1 1989 Trail Yes Yes N/A .75 Yes 1.7 Yes Good Yes 1 1990 Trail Yes Yes N/A 2.05 Yes 5.65 Good Yes 0 1991 Trail Yes Yes N/A 2.7 Yes .05 Yes Good Yes 1 1992 Trail Yes Yes N/A 1.7 Yes 2 Yes Good Yes 1 1993 Trail Yes Yes N/A 1 Yes 1.35 Yes Good Yes 1 1994 Trail Yes Yes N/A 2.35 Yes 1 Yes Good Yes 1 1995 Sidewalk Yes Yes N/A 4.25 Yes 2.4 Good Yes 0 1996 Sidewalk Yes Yes N/A .25 Yes 2.5 Good Yes 0 1997 Trail Yes Yes N/A 1.2 Yes 1.8 Yes Good Yes 1 1998 Trail Yes Yes N/A 6.9 1.65 Yes Good Yes 0 1999 Trail Yes Yes N/A 1.65 Yes 2.7 Good Yes 0 2000 Sidewalk Yes Yes N/A 1.35 Yes 2 Yes Good Yes 1 2001 Sidewalk Yes Yes N/A 2.75 Yes 2.35 Good Yes 0 2002 Sidewalk Yes Yes No 3.55 Yes 1.45 Yes Good Yes 0 2003 Sidewalk Yes Yes r- -mliiim- 2.35 Yes 1.9 Yes Fair Yes 0 2004 Sidewalk Yes Yes N/A 1.1 Yes 1 Yes Good Yes 1 2005 Sidewalk Yes Yes N/A .5 Yes 1.8 Yes Good Yes Ponding 1 2006 Sidewalk Yes Yes N/A .85 Yes 1.65 Yes Good Yes 1 2007 Sidewalk Yes Yes N/A .85 Yes 1.9 Yes Good Yes 1 2008 Sidewalk Yes Yes N/A .05 Yes 1.65 Yes Good Yes 1 2009 Sidewalk Yes Yes N/A .6 Yes 1.3 Yes Good Yes 1 2010 Sidewalk Yes Yes N/A .5 Yes 1.45 Yes Fair 0 2011 Sidewalk Yes Yes .75 Yes 3.05 Good Yes 0 2012 Sidewalk Yes Yes N/A .95 Yes 1 Yes Good Yes 1 2013 Sidewalk Yes Yes N/A 1.4 Yes 3.1 Good Yes 0 2014 Sidewalk Yes Yes N/A 1.9 Yes 2.25 Good Yes 0 2015 Sidewalk Yes Yes N/A .3 Yes 2.35 Good Yes 0 18 Stillwater ADA - Right -of -Way Self -Evaluation Inventory Sidewalks/Trails Updated February 2020 2016 Sidewalk Yes Yes N/A .4 Yes 3.1 Good Yes 0 2017 Sidewalk Yes Yes N/A .4 Yes 3.45 Good Yes 0 2018 Sidewalk Yes Yes N/A .75 Yes 2.15 Good Yes 0 2019 Sidewalk Yes Yes N/A .05 Yes 2.05 Good Yes 0 2020 Sidewalk Yes Yes N/A 1.1 Yes 2 Yes Yes 0 2021 Sidewalk Yes Yes N/A 4.8 Yes 1.1 Yes Good Yes 1 2022 Sidewalk Yes Yes N/A 3.4 Yes 2.5 Fair Yes 0 2023 Sidewalk Yes Yes N/A 1.55 Yes .85 Yes Good Yes 1 2024 Trail Yes Yes N/A 6.2 2.6 Good Yes 0 2025 Trail Yes Yes N/A 6.95 No .75 Yes Good Yes 0 2026 Trail Yes Yes N/A 4.25 Yes 4.25 Fair Yes 0 2027 Sidewalk Yes Yes N/A 1.8 Yes 1.35 Yes Fair 0 2028 Sidewalk Yes Yes N/A 11 Yes 1 Yes Good Yes 1 2029 Trail Yes Yes N/A .4 Yes 1.1 Yes Good Yes 1 2030 Trail Yes Yes N/A 9.6 .05 Yes Good Yes 0 2031 Trail Yes Yes N/A 2 Yes 1.55 Yes Good Yes 1 2032 Sidewalk Yes Yes N/A .5 Yes 2.15 Good Yes 0 2033 Sidewalk Yes Yes N/A 1.45 Yes 1 Yes Good Yes 1 2034 Trail Yes Yes N/A 3.2 Yes 1.55 Yes Good Yes 1 2035 Trail Yes Yes N/A .6 Yes 2.25 Good Lots of construction Yes 0 2036 Sidewalk Yes Yes N/A .65 Yes 2.5 Good Yes 0 2037 Sidewalk Yes Yes N/A .25 Yes 1.65 Yes Good Yes 1 Compliant 8' Bit. Trails: 60 5' Conc. Sidewalks 252 Total Points: 312 % Compliant Trails: % Compliant Sidewalks: % Compliant Total: 33.9% 30.3% 30.9% Total 177 833 1010 19 Stillwater ADA - Right -of -Way Self -Evaluation Inventory External Agency Accessible Pedestrian Signals Updated February 2020 OBJECT ID (Matching GIS) Push button <= 5ft of outside edge of crosswalk? Push button face oriented parallel w\ crosswalk? 4'x4' flat landing adjacent to each push button? Push button btwn 1.5ft & 10ft from back of curb? >= 10ft of separation between push buttons? Push button mounted >=42in and <=48in? Is a 4 foot PAR w/ 2% cross slope maintained? Is there an audible walk indication? Vibrotactile arrow present and correct direction? Notes Compliant (1 = compliant) 9 Yes Yes Yes Yes Yes Yes 0 10 Yes Yes Yes Yes Yes Yes Yes Yes 0 11km No ill Yes No Yes Yes Yes No V No IIIIII Yes Signal is slightly slanted 0 12 Yes Yes No Yes Yes Yes No Yes Yes 0 13 ■ No Yes No Yes Yes Yes No Yes Yes 0 14 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 15 No Yes No Yes Yes No Yes Yes 0 16 No ill Yes No Yes Yes Yes No 1 Yes 0 17 Yes Yes No Yes Yes Yes Yes Yes Yes 0 18 No Yes No Yes Yes Yes Yes 0 19 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 20 Yes Yes Yes Yes Yes Yes Yes Yes 0 21 Yes Yes Yes Yes Yes Yes Yes Yes 0 22 Yes Yes 1. Yes Yes Yes No Yes Yes 0 23 Yes Yes Yes Yes Yes No Yes Yes 0 24 Yes Yes Yes Yes No Yes Yes 0 25 Yes Yes Yes Yes No Yes Yes 0 26 Yes Yes Yes Yes Yes Yes Yes Yes 0 27 No Yes Yes Yes No Yes 0 28 No Yes Yes Yes Yes Yes Yes Yes Yes 0 36 Yes Yes N Yes No 0 37 Yes Yes Yes Yes No No 0 55 Yes Yes Yes No No 0 56 Yes No Yes Yes Yes Yes Yes Yes quiet audible walk indication 0 57 Yes Yes Yes Yes Yes Yes Yes quiet audible walk indication 0 58 Yes Yes Yes Yes Yes Yes Yes Yes Yes quiet audible walk indication 1 59 Yes Yes Yes Yes Yes Yes Yes Yes Yes quiet audible walk indication 1 60 Yes Yes Yes Yes Yes Yes Yes 0 61 Yes Yes Yes Yes Yes Yes 0 62 Yes Yes wr Yes Yes Yes Yes Yes 0 63 Yes Yes Yes Yes Yes Yes Yes Yes 0 64 Yes Yes Yes Yes Yes No IIMIMF 0 65 Yes Yes Yes Yes Yes Yes Yes No Yes 0 66 Yes Yes Yes Yes Yes Yes Yes No Yes 0 1 Stillwater ADA - Right -of -Way Self -Evaluation Inventory External Agency Accessible Pedestrian Signals Updated February 2020 67 Yes Yes Yes Yes Yes Yes Yes No I Yes 0 68 Yes Yes Yes Yes Yes Yes 4 No Yes 0 69 Yes Yes Yes Yes Yes Yes Yes No Yes 0 70 Yes Yes Yes Yes Yes No Yes 0 71 Yes Yes Yes Yes Yes Yes No Yes 0 72 Yes Yes Yes Yes Yes Yes Yes Yes quiet audible walk indication 0 73 Yes Yes Yes Yes Yes Yes Yes Yes quiet audible walk indication 0 74 Yes Yes Yes Yes Yes Yes Yes Yes 0 75 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 89 Yes Yes Yes Yes Yes Yes Yes Yes 0 90 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 91 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 92 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 93 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 94 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 95 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 109 Yes Yes Yes Yes Yes Yes Yes No Yes 0 110 Yes Yes Yes Yes Yes Yes Yes No Yes 0 111 Yes Yes Yes Yes Yes Yes Yes No Yes 0 112 Yes 1.lig Yes Yes Yes No Yes 0 - 113 Yes Ilk Alia No Yes Yes Yes No No Yes 0 114 Yes Yes No Yes Yes Yes No No Yes 0 115 Yes No Yes Yes Yes No No Yes 0 116 Yes Yes No Yes Yes Yes No No Yes 0 117 Yes N Yes Yes Yes No No Yes 0 118 Yes Yes N. Yes Yes Yes No No Yes 0 119 Yes Yes N. Yes Yes Yes No No Yes 0 120 Yes No Yes Yes No No Yes 0 121 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 122 Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 123 Yes Yes Yes Yes Yes Yes Yes No Yes 0 124 Yes Yes Yes Yes Yes Yes Yes No Yes 0 125 Yes Yes Yes Yes Yes Yes No Yes 0 129 lo Yes Yes Yes Yes Yes Yes No Yes 0 130 No Yes Yes Yes Yes Yes Yes 0 131 No Yes Yes Yes Yes Yes Yes No Yes 0 132 Yes Yes Yes Yes Yes Yes Yes No Yes 0 133 111 No al Yes Yes Yes Yes Yes Yes No Yes 0 134 Yes Yes Yes Yes Yes Yes Yes No Yes 0 135 No Yes Yes Yes Yes No Yes 0 136 No ill Yes Yes Yes Yes No Yes 0 137 Yes Yes Yes Yes Yes Yes Yes No Yes 0 2 Stillwater ADA - Right -of -Way Self -Evaluation Inventory External Agency Accessible Pedestrian Signals Updated February 2020 173 Yes Yes Yes No Yes 0 174 Yes Yes Yes Yes Yes Yes Yes No Yes 0 175 Yes Yes Yes Yes Yes No Yes 0 176 Yes Yes Yes Yes Yes Yes No Yes 0 TOTAL: # Compliant: 80 13 Compliant: 16% 3 B-4: Water Board Building Self -Evaluation Summary (Update) Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary July 2020 Water Board Building Address: 204 N. Third Street Year Built: 1888 (Prior to ADA) Findings Parking, Access Approaches, and Entrances • The Water Board Building access approaches consist of street parking on the eastern side of the building. • There are no designated on -street accessible spaces. • Measurementsfortwo possible parking areas were taken to determine a space for accessible parking. Due to the curb cuts in front of the building, Location #1 is directly south of the walkway curb cut and Location #2 is across the street from the walkway curb cut. o Location #1 has a running slope of 4.6 percent and a cross slope of 3.4 percent. o Location #2 has a running slope of 3.8 percent and a cross slope of 6 percent. • The walkway to the door is too steep in both directions. The running slope is 9.3 percent (five percent maximum allowed) and the cross slope is 3.2 percent (2 percent maximum allowed). • The curb ramp leading to the entrance walkway has a cross slope of 3.8 percent (2 percent maximum allowed). • The landing at the top of the curb ramp has a maximum slope of4.2 percent (2 percent maximum allowed). • The main door is not accessible. Steps are required prior to reaching the door. There is a 5.5- inch step directly in front of the door. • The door handle requires twisting and tight grasping. • The exterior door requires 10 pounds (5 pounds maximum allowed) to open and closes from 90 degrees in only 3 seconds (5second minimum required). Access to Goods and Services • The interior slope to get to rear door (in front of the staircase) has 9.2 percent slope (maximum of 5 percent slope unless ramp). • Objects in public walkway protruding more than 4 inches into the walkway. Multiple protruding objects along path to the men's restroom. • No elevatorto upper level board room. • Interior (light blue) door has no level landing on office side at 7 percent slope (maximum slope of 2 percent required). • Light blue door requires twisting and grabbing to open and takes 10 pounds to open (maximum of 5 pounds required). • Service counter is missing an accessible portion that is 36 inches maximum height extending for 36 inches or more. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary July 2020 Toilet Rooms Men's Room • Accessible restroom sign not mounted on the latch side of the door. Sign too high at 62 inches (28-60 inches required measured from bottom character). • Door is not self -closing and requires grasping to open. • There is not a 60-inch turning circle or T-shape beyond the door. • The mirror is too high at 44 inches (40-inch maximum required measured from the bottom of the mirror). • The coat hook is too high at 69 inches (15-28 inch required). • Due to the vanity, there is not a 27-inch under clearance at the sink and, therefore, no toe clearance (9-inch clearance fora 6-inch depth required). • The paper towels are too high at 64 inches. The operable parts should be at 48 inches maximum height. • There are no grab bars on the side and rear of the toilet. • The toilet is too low at 15 inches. A height of 17 to 19 inches is required. • The toilet paper is too close to the front of the toilet at 4 inches (6-9 inches is required). • The men's room has a shower, but it is not accessible. It is missing grab bars, seating, larger access space, and movable controls. Women's Room • Accessible restroom sign not mounted on the latch side of the door due to space constraints. Sign too high at 63 inches (28-60 inches required measured from bottom character). Sign does not have raised characters or Braille. • Door is not self -closing and requires grasping to open. • There is not a 60-inch turning circle or T-shape beyond the door. • There is not a 30 x 48-inch space beyond the door. • The mirror is too high at 44 inches (40-inch maximum required measured from the bottom of the mirror). • The coat hook is too high at 69 inches (15-28 inch required). • Due to the vanity, there is not a 27-inch under clearance at the sink and, therefore, no toe clearance (9-inch clearance fora 6-inch depth required). • The paper towels are too high at 60 inches. The operable parts should be at 48 inches maximum height. • There are no grab bars on the side and rear of the toilet. • The toilet is too low at 15 inches. A height of 17 to 19 inches is required. • The toilet paper is too close to the front of the toilet at "negative" 6 inches (6-9 inches is required beyond the front of the toilet). • The centerline of the toilet is too close to the side wall at 15 inches (16 to 18 inches is required). Recommendations Remodeling or updating historic buildings may not be in the best interest of the City, as major changes are required to make the facility accessible. An alternative option is to provide an alternate location for Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary July 2020 those services or functions that offer services to the public. Our recommendation is the Stillwater Library nearby to the Water Board Building. Parking, Access Approaches, and Entrances • Designate an accessible parking space outside of the building by adding an accessible parking sign. The above section listed two possible locations for an accessible parking space. Although these spaces are not level, they provide the best option due to the topography of the area. To make them as compliant as possible: o Add an "accessible parking" sign mounted with the bottom 60-66 inches from the roadway surface and a "van accessible" sign mounted below the "accessible parking" sign o Ensuring that there is a space to the side of the car (outside of the lane of traffic) ideally on the sidewalk, where a passenger can dismount the vehicle. With topography, this may require replacing the sidewalk in this location. Ensure proper drainage. A maximum slope of 2 percent is allowed in any direction. • Reconstruct the walkway to the door so that it has a maximum of 5 percent running slope and 2 percent cross slope. This may require a winding sidewalk connection rather than a straight connection to the accessible parking stalls. Reconstruct the eastern edge (top of the curb ramp) so that there is a level landing with a maximum slope of 2 percent in any direction. • Reconstruct the curb ramp so that the cross slope is a maximum of 2 percent. This is working against the topography, so ensure proper drainage. • Create a 60-inch by 60-inch level landing outside of the door once the sidewalk approach has been rebuilt with a maximum slope of 5 percent. If the slope must exceed 5 percent, building a ramp of maximum 8.3 percent slope with compliant handrails and landings maybe the only alternative to provide an accessible entrance. In Minnesota, exterior ramps need to be covered from the elements. • Replace the handle on the front door so that it does not require twisting or tight grasping. • Adjust the closing mechanism on the door (or replace the door) so that it only requires a maximum of 5 pounds to open and takes at least 5 seconds to close from 90 degrees to 10 degrees of closed. Access to Goods and Services • Reconstruct interior walkways so that there is a maximum of 5 percent running slope and 2 percent cross slope. Ensure that areas on either side of interior doors are level with a max imum slope of 2 percent in any direction. • Remove or block off areas that have protruding objects that extend 4 inches into the walk space. • Add an elevatorto reach the second -floor board room or provide board room services on an accessible level (or relocate to a different accessible building). • Replace door handles for interior doors that require twisting or grabbing. • Add an accessible space to the service counterthat is a maximum of 36 inches from the floor. This portion should be the same depth as the non -accessible portion. Stillwater ADA Inventory— Public Buildings Self -Evaluation Summary July 2020 Toilet Rooms Men's Room • Move the restroom sign to the latch side of the door with the lowest character mounted 48-60 inches from the floor. • Install a self -closing door mechanism that requires no more than 5 pounds to open and closes in 5 second from 90 degrees to 10 degrees of closed. Replace the door handle with one that does not require twisting or grabbing to open. • Widen the restroom so that there is a 60-inch turning circle or T shape beyond the door opening. • Lowerthe mirror to a maximum height of 40 inches from the bottom of the mirror. • Lowerthe coat hook to a height of 15-28 inches from the floor. • Remove the vanity so that there is a 27-inch clearance underthe sink and a toe clearance space of 9-inches tall extendingfor6 inches. • Lowerthe paper towels so the operable parts are a maximum height of 48 inches. • Add compliant side and reargrab bars. • Replace toilet with one that is a height of 17 to 19 inches from the ground. • Move the toilet paperso the centerofthe roll is 6 to 9 inches from the front of the toilet. • Replace the shower with an accessible transferor roll -in shower. Women's Room • Replace the restroom sign with one that has Braille and raised characters. Move the sign to the latch side of the door with the lowest character mounted 48-60 inches from the floor. • Install a self -closing door mechanism that requires no more than 5 pounds to open and closes in 5 second from 90 degrees to 10 degrees of closed. Replace the door handle with one that does not require twisting or grabbing to open. • Widen the restroom so that there is a 60-inch turning circle or T shape beyond the door opening. • Lowerthe mirror to a maximum height of 40 inches from the bottom of the mirror. • Lowerthe coat hook to a height of 15-28 inches from the floor. • Remove the vanity so that there is a 27-inch clearance underthe sink and a toe clearance space of 9-inches tall extending for 6 inches. • Lowerthe paper towels so the operable parts are a maximum height of 48 inches. • Add compliant side and reargrab bars. • Replace toilet with one that is a height of 17 to 19 inches from the ground. Move the toilet so that the centerline is 16 to 18 inches from the side wall. • Move the toilet paperso the centerofthe roll is 6 to 9 inches from the front of the toilet. Appendix C - Agency ADA Design Standards and Procedures Design Procedures Intersection Corners Curb ramps or blended transitions will attempt to be constructed or upgraded to achieve compliance within all capital improvement projects. There may be limitations which make it technically infeasible for an intersection corner to achieve full accessibility within the scope of any project. Those limitations will be noted, and those intersection corners will remain on the transition plan. As future projects or opportunities arise, those intersection corners shall continue to be incorporated into future work. Regardless of whether full compliance can be achieved, each intersection corner shall be made as compliant as possible in accordance with the judgment of the City. Sidewalks / Trails Sidewalks and trails will attempt to be constructed or upgraded to achieve compliance within all capital improvement projects. There may be limitations which make it technically infeasible for segments of sidewalks or trails to achieve full accessibility within the scope of any project. Those limitations will be noted, and those segments will remain on the transition plan. As future projects or opportunities arise, those segments shall continue to be incorporated into future work. Regardless on if full compliance can be achieved or not, every sidewalk or trail shall be made as compliant as possible in accordance with the judgment of the City. Traffic Control Signals All traffic control signals within the City are under the jurisdiction of Washington County or MnDOT but one (Market Place and Curve Crest). If there is a specific traffic control signal of concern, a grievance may be filed with the County or MnDOT. The City will attempt to coordinate replacement and new accessible pedestrian signals to be constructed or upgraded to achieve compliance in the future. There may be limitations which make it technically infeasible for individual traffic control signal locations to achieve full accessibility within the scope of any project. Those limitations will be noted, and those locations will remain on the transition plan. As future projects or opportunities arise, those locations shall continue to be incorporated into future work. Bus Stops Bus stops within the City are provided by Metro Transit, a division of the Metropolitan Council. The Metropolitan Council maintains an ADA Transition Plan, which can be viewed here: https://m etrocounci l.org/Council -M eeti ngs/Com m ittees/Tra nsportati on-Accessi bi l ity-Advi sory- Committee/2017/TAAC-Meeti ng-10-04-17/Met-Council-Transition-Plan.aspx. If there is a specific bus stop of concern, a grievance may be filed with the Metropolitan Council. The City will attempt to coordinate replacement and new bus stops be constructed or upgraded to achieve compliance in the future. There may be limitations which make it technically infeasible for individual bus stop locations to achieve full accessibilitywithin the scope of any project. Those limitations will be noted, and those locations will remain on the transition plan. As future projects or opportunities arise, those locations shall continue to be incorporated into future work. Regardless on if full compliance can be achieved or not, each bus stop location shall be made as compliant as possible in accordance with the judgment of City staff. Other policies, practices and programs Policies, practices and programs not identified in this document will follow the applicable ADA standards. Design Standards A copy of the Public Buildings and Facilities ADA checklist, created by the Institute for Human Centered Design (member of the ADA National Network), is provided in C-1. For public ROW facilities, the City of Stillwater has PROWAG, as adopted by the Minnesota Department of Transportation (MnDOT), as its design standard. A copy of this document is included in C-3. C-1: ADA Checklist for Existing Facilities 0 CAI 0 D 5� 0 011 r0 m 0_ 0 us 71 0 0 n m n V ) rP 074 p c 0 to 0 cn 0 m cn' rt Cn a) 01 0 0 00 (en n. r-+ c r0 r 0 0 0 00 0 0 N W N 0 • www.HumanCenteredDesign.org 2.1o'el.Vad'M t) Q_, .�e f7 a- F a' Cr 0 r9 2 0 et 0 0 0 0 I(D V , Z 0) et 0 w rP 0 Go 0) 0 0 .0 t 0 1J 0 I ' 0 0 V • 0) ( 7 7 0 l l • 0 Cr 0 0 0 CfQ • #1,-41 aj r rmi n m irp° Ne My_' in rtVl. cm N >JOLIDVCI\f MMM r n MO C fD NJ 0 eta �• D s r 0' n � s w n c rt• ^ ° V. 0 r ®6 X in� aQ w m �0 DJ 0 curt 0 c n 0 al sas `• 10 0 r -•11 2 rP CM fD (® 0 • • et rim fD tn CL ari 0 m -., c 0 0- m n 0; 0'4 s (D () 0 v)° 01 0 1 m cu 0 n 0 m' D 0.71 r+ 'sIsippaLio Jo las 0 5 0 z rn crci Cl. 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Priority 2 — Access to Goods & Services 0 N 01 • 0 W W :wawainseaw (D z 0 -o 0 rt. 0 • aq 0 (D (D 021 (D 1 0 ri- ra 0• a 0_ 1 03 • v 3 03 a Q 03 c c 03 0 0 W W r1- (D _: • 0'Q 0 0 rt (D 0 (D -5 (D v c (D 3 r-t•• - -G CD z 0 • • • 0) 0_ (D r-t 03 0 C31 0 Nta t!1 nma (D O V) v CAD r-t" v Ni 0 0 m c 3 (D • -h (D cn z 0 6n O 3 t 0 rf- 0 cn 0 �0 O r-t' 0 •• ADA Checklist for Existing Facilities Priority 2 — Access to Goods & Services v , c rP 0 c 2 rD a,1 0 u,. 2.m°;sipJDatpva •mminn tett Mai Pee t \ \qJ l J 0 0 RO V) 0) CD 0 m 0 0) 01 1 0- lD 0 01 C n 0 0 r0 z 0 0 0 CD 01 cr 0 A essapau 4! 00 0 O o �. (D 0 CM (D 0) M �- CM 0 < M D-1 a) wouoq aqp. s :4uawaanseav 4 O_ 3 3' 0 0 0 0 rt (D 0 0 ..,., n %gay) tn� rt 0 0 3 o 0 3 O (D 0) rt 0 • z 0 :luawanseaw z 0 4uawaanseaj 0) 0) 01 01 rat O oQ 0 to `seaae 3 0 0) 0 0 • CD (-I- 0 n. 0) 0 (0 01 z 0 D 70 o < f (1)0 03 n r~ D (D r -r, 0 X 1I 03 n 0 Priority 2 —Access to Goods & Services O al U!t rala rt fD 0 X rata 3 m 0- 0 ue)CM www. 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D (3� • •• 73 • • • 0 CU rt rD w V) rt aq : 0 CM 1,saape.aega a are read using touch, i.e. raised characters and Brai (D 0) N NJ isu :luawainseaw z 0 • 5 • 0 rat • • • • rt- 0_ 0 0 0 rf- r (13 0_ CL 0 0 (D :luawaanseaw z 0 w N 3 5 -o 0 r+ 0 • • • • rt- 0_ 0 0 t D 0 X U aq 03 V) 0 N Ci 0 N O rt 1T� c Vs ) D p} l 0 r 3 OJ rP co CL 0 §ao•isippapvcv'nnnnM 0 N 1 (1 n tn 0 00 v V) C ac) (D N CT)tci) 03 J 0 0 0 0 s 03 03 0 03 03 0 0 0 0 s 5 (D nches above the floor? * CU 0 0 (D 0 0 Q 0 • 0 0 0 w p.Pel aqf. uo *asaalPe.aegP a 1.3J rt CM m n 0 0 (D o t : 0 • 0 0 r+ 0 0 0 V) Z (0 0) 0 0 -o 0 (D 0 0 0 1 I 0 0 0 0 :1.uawaanseaw (D 0 03 c 3 rt CD 0 J cn 0 0 0 0 OD O est- CAI cn (13 v 73 2 wl 0 0 r1 0 w 4o apis gDa.e m z 0 :- 0 0 • 0 (i) -1 0 3- m 0 rt- 0 0 0 0 0 oQ L3 3 0 3 -o • rifle u1 N 0 0) 0 0) 0 aaojaq paa.pnal.suoD 4l* ADA Checklist for Existing Facilities Priority 2 —Access to Goods & Services a:niiisu -aa.eazuaj uewn fr www.ADAchecklist.org rID 0 0 v -0 n "O C 48 Ds � (D O N r+ n c r_f- � Q_ (D CD o 3 c O CD Q o- o (D CD aaueaea 0 N 0 3 co N Note: See 2010 Standards 09 Irseal sn rt- 03 r+ Jo sapui gZ Isea 0 0 0 1-b 1 1 1 1 L 0 m • • D a rn Q 0 c o co CD n 0 00 • 70 m 3 0 m 0- cn 0 to 0 W 0 crQ Ds (D 0 0 0 the face of the door and the eat m a. 0 0 D City a 0) :Iruawaanseaw 01 z 0 "10 0 r+ 0 . • • 0 • 0 0 01 0 0 011 Interaor Doors — o cliassrosms, medical exam rooms, conference rooms, etc. •paainba.a a.ou ale a Note: Raised characters and 0 w Ql le ale saapeaeLla 0 rise UQ 3 O r CD Do text characters contrast about interior spaces: Q —h rt rt CD D (20 r+ `3 D 0 -Z Oil • --' 3 r+ O D- r+ 0 0 r0 :luawaanseaw 01 z 0 z 0 r' • n 0 V) Cry cu • 0 cria -D 03 aR1 1-1 00 www.ADAchecklist.org Priority 2 — Access to Goods & Services 0_ a 03 -o n D- 0 0 2 0 0) 0 71) 0_ 0 0) cn. 0 0 3 0 rt- �' S n < (D n 3- a. 3' 0tI O D" 0 o �' rt 0 r guewwnseaw z 0 quawaanseaw 0 :luewaanseavJ z 0 ...D 0 rt 0 • • 0 713 FiSe v' O O (0 a o CU n (D 0 03 (D 5� cm 03 03 n (D aka. 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CL 0 D cl cica u) v) 0 0 n rn 2 c 3 0 O r0 0 in 11. c• a. 0 e1-31 s the touch surface of the TTY co c 3 r+ m z O CAD �- rD r� co w • D c 0 0 -1 a 0 C- : -a o m r0 rt- 3 O 3 3 0) r+ 0 O m 3 -a . eu r) X 0) rn Q 0 .%.) 2 O .. • • • v v m v 0 2 0 e-r'- Ore 0 onuoa awnron aqR s z O o.nuoa awn 0) tn ref- 0 0 m z O ocor n r r msr n�`,71 <c 3'cn mgz(I) rr m0 1-0 O r-- 0 • 0 rt O O rt 0) 0 c 2 r0 0 oa4uoa awn >Ipauj dcid SSBDDV IBuoR!PPV — V Al•uoPd NJ N rn LJ 0) CSQ CD 00 www.ADAchecklfst.org Priority 4 — Additional Access e� 0 0 0 • • • 0) 0) 3 • 0) swa4sAs Lumpy wild] 0) O 3 • 0. 0 rt- O 0 LO Ian Li se rs' I O 0 • • • CfQ V) N lD 0 D 0 13 0 0 v 0 op 0 0Q' r Ma- 0 0 tat -< a O I 0-1 O 0 • ® 0 • Q Q V) CfQ 0 W Ni Q ro r+ 0- - z O O 0 • • • 0- 0_ 3 0- 0 n O m tn' rat- COQ V) ?Sift/ A _ / .dditiona0 0 tD Vf C-2: Right -of -Way Field Review Inventory Manual City of Stillwater Right -of -Way Field Review Inventory Manual Feature Class Full Document Question Short App Question — This Field is Limited to 78 Characters Curb Ramp 1 If the sidewalk/trail crosses a curb, is there a curb ramp? If walk/trail crosses curb, is there a curb ramp? Yes/No 2 Is the running slope of the curb ramp no steeper than 1:12, i.e. for every inch of height change there are at least 12 inches of curb ramp run? Running slope <= 8.3%? Yes/No What is the running slope of the curb ramp? What is the running slope of the curb ramp? 3 Is the cross slope of the curb ramp, excluding flares, no steeper than 1:48? Cross slope, excluding flares, <= 2%? Yes/No What is the cross slope of the curb ramp? What is the cross slope of the curb ramp? 4 Is the curb ramp, excluding flares, at least 48 inches wide? Curb ramp, excluding flares, at least 48in wide? Yes/No 5 At the top of the curb ramp is there a level landing (slope no steeper than 1:48 in all directions) that is at least 48 inches long by 48 inches wide? Landing >= 48in sq with cross slope <2% any dir? Yes/No What is the maximum slope measured in the landing? What is the max landing slope? 6 If there are curb ramp flares, are the slopes of the flares no steeper than 1:10, i.e. for every inch of height change there area least 10 inches of flare run? Curb ramp flares slopes <= 10%? Yes/No 7 Does the curb ramp have detectable warnings that extend the full width of the curb ramp, excluding flared sides? Detectable warnings full width of the curb ramp? Yes/No 8 Are approximately 75% of the truncated domes in good condition? Approx 75% of truncated domes in good condition? Yes/No 9 10 Do the truncated domes contrast visually with adjacent walking surfaces? What is the overall condition of the curb ramp? Truncated domes contrast with adjacent surfaces? Curb Ramp overall condition? Yes/No poor/fair/good Comment Space Text Page 1 of 2 City of Stillwater Right -of -Way Field Review Inventory Manual Sidewalk 1 Is the route stable, firm and slip -resistant? Is the route stable, firm and slip -resistant? Yes/No 2 I- Is the route at least 48 inches wide? Is the route at least 48in wide? Yes/No 3 If the route is greater than 200 feet in length and less than 60 inches wide, is there a passing space no less than 60 x 60 inches? If >200ft x <60in, is there 60inx60in passing space? I Yes/No/NA 4 If there are grates or openings on the route, are the openings no larger than inches to the dominant direction of travel? If grates or openings, openings <= 0.5in? Yes/No/NA 5 Is the long dimension of the grate opening perpendicular to the dominant direction of travel? Long dim of grate opening prpndclr to dir travel? Yes/No/NA 6 Is the running slope no steeper than 1:20, i.e. for every inch of height change there are at least 20 inches of route run, or not steeper than the parallel roadway? Running slope <= 5% or slope of parallel roadway? Yes/No 7 Is the cross slope no steeper than 1:48? Is the cross slope no steeper than 2%? Yes/No 8 What is the overall condition of the sidewalk? Sidewalk overall condition? poor/good 9 Is the pathway free of obstructions or ponding? Obstruction or ponding? Obstruction/Ponding/Both Comment Space Text Page 2 of 2 C-3: PROWAG D S 1. 4 Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way July 26, 2011 n UNITED STATES ACCESS BOARD A FEDERAL AGENCY COMMITTED TO ACCESSIBLE DESIGN UNITED STATES ACCESS BOARD A FEDERAL AGENCY COMMITTED TO ACCESSIBLE DESIGN 1331 F Street, N.W. Suite 1000 • Washington, D.C. 20004-1111 (800) 872-2253 (voice) • (800) 993-2822 (TTY) • Fax: (202) 272-0081 Website: www.access-board.gov • E-mail: to@access-board.gov TABLE OF CONTENTS ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD Preamble 3 3 Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way 3 Supplementary Information 4 Availability of Proposed Guidelines with Figures 4 Statutory and Regulatory Background 4 Rulemaking History 9 Major Issues 10 Overview of Proposed Guidelines 12 Use of Mandatory Language in Proposed Guidelines 13 Impacts on State and Local Governments 13 Section -by -Section Analysis 17 Other Issues 45 Regulatory Process Matters 46 CHAPTER R1: APPLICATION AND ADMINISTRATION 57 R101 Purpose 57 R102 Equivalent Facilitation 57 R103 Conventions 57 R104 Referenced Standards 59 R105 Definitions 59 CHAPTER R2: SCOPING REQUIREMENTS 63 R201 Application 63 R202 Alterations and Elements Added to Existing Facilities 63 R203 Machinery Spaces 65 R204 Pedestrian Access Routes 65 R205 Alternate Pedestrian Access Routes 66 R206 Pedestrian Street Crossings 66 R207 Curb Ramps and Blended Transitions 66 R208 Detectable Warning Surfaces 67 R209 Accessible Pedestrian Signals and Pedestrian Pushbuttons 68 R210 Protruding Objects 68 R211 Signs 69 R212 Street Furniture 70 R213 Transit Stops and Transit Shelters 70 R214 On -Street Parking Spaces 71 R215 Passenger Loading Zones 71 R216 Stairways and Escalators 71 R217 Handrails 71 R218 Doors, Doorways, and Gates 71 CHAPTER R3: TECHNICAL REQUIREMENTS 73 R301 General 73 R302 Pedestrian Access Routes 73 R303 Alternate Pedestrian Access Routes 78 R304 Curb Ramps and Blended Transitions 78 R305 Detectable Warning Surfaces 83 1 TABLE OF CONTENTS R306 Pedestrian Street Crossings 89 R307 Accessible Pedestrian Signals and Pedestrian Pushbuttons 91 R308 Transit Stops and Transit Shelters 91 R309 On -Street Parking Spaces 94 R310 Passenger Loading Zones 98 CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS 99 R401 General 99 R402 Protruding Objects 99 R403 Operable Parts 100 R404 Clear Spaces 101 R405 Knee and Toe Clearance 101 R406 Reach Ranges 103 R407 Ramps 104 R408 Stairways 106 R409 Handrails 106 R410 Visual Characters on Signs 110 R411 International Symbol of Accessibility 111 2 Public Rights -of -Way Accessibility Guidelines ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD 36 CFR Part 1190 [Docket No. ATBCB 2011-04] RIN 3014-AA26 Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way AGENCY: Architectural and Transportation Barriers Compliance Board. ACTION: Notice of Proposed Rulemaking. SUMMARY: The Architectural and Transportation Barriers Compliance Board is proposing accessibility guidelines for the design, construction, and alteration of pedestrian facilities in the public right-of-way. The guidelines ensure that sidewalks, pedestrian street crossings, pedestrian signals, and other facilities for pedestrian circulation and use constructed or altered in the public right-of-way by state and local governments are readily accessible to and usable by pedestrians with disabilities. When the guidelines are adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing the Americans with Disabilities Act, Section 504 of the Rehabilitation Act, and the Architectural Barriers Act, compliance with the accessibility standards is mandatory. DATES: Submit comments by November 23, 2011. Hearings will be held on the proposed guidelines on September 12, 2011 from 9:30 to 11:30 a.m. in Dallas, TX; and on November 9, 2011 from 9:30 to 11:30 a.m. in Washington, DC. ADDRESSES: Submit comments by any of the following methods: Federal eRulemaking Portal: http://www.regulations.gov. Follow the instructions for submitting comments. Regulations.gov ID for this docket is ATBCB-2011-0004. E-mail: row@access-board.gov. Include docket number ATBCB 2011-04 in the subject line of the message. • Fax: 202-272-0081. • Mail or Hand Delivery/Courier: Office of Technical and Informational Services, Access Board, 1331 F Street, NW, Suite 1000, Washington, DC 20004-1111. All comments will be posted without change to http://www.regulations.gov, including any personal information provided. The hearing locations are the Sheraton Dallas (San Antonio A Ballroom), 400 North Olive Street, Dallas, TX 75201; and the Access Board Conference Room, 1331 F Street, NW, Suite 800, Washington, DC 20004. FOR FURTHER INFORMATION CONTACT: Scott Windley, Office of Technical and Information Services, Architectural and Transportation Barriers Compliance Board, 1331 F Street NW, Suite 1000, 3 Public Rights -of -Way Accessibility Guidelines: Preamble Washington, DC 20004-1111. Telephone (202) 272-0025 (voice) or (202) 272-0028 (TTY). E-mail address row@access-board.gov. SUPPLEMENTARY INFORMATION: Availability of Proposed Guidelines with Figures The proposed guidelines will be codified as an appendix to 36 CFR part 1190. In the past, the Architectural and Transportation Barriers Compliance Board (Access Board) submitted "camera ready" copy (i.e., images) of its guidelines to the Federal Register for the appendices since the guidelines included figures that illustrate the requirements in the guidelines. The appendices were not word searchable when viewed online because they are images. After discussions with the Office of the Federal Register, the Access Board has decided to submit the proposed guidelines as a Word document with only one image, the International Symbol of Accessibility (Figure R411), so the appendix will be word searchable when viewed on-line. A copy of the proposed guidelines with figures is available on the Access Board website at: http://www.access-board.gov/prowac/nprm.htm. Except for the International Symbol of Accessibility (Figure R411), the figures are for illustration purposes only and do not establish requirements. The copy of the proposed guidelines on the Access Board website also sets out advisory sections in shaded boxes, and indents subsections under the main sections. Introduction The Access Board is an independent federal agency established by section 502 of the Rehabilitation Act (29 U.S.C. 792).1 The Access Board is responsible for developing accessibility guidelines for the design, construction, and alteration of facilities to ensure that they are readily accessible to and usable by individuals with disabilities. The Access Board's guidelines play an important part in the implementation of three laws that require newly constructed and altered facilities to be accessible to individuals with disabilities: the Americans with Disabilities Act, Section 504 of the Rehabilitation Act, and the Architectural Barriers Act. As further discussed under the Statutory and Regulatory Background, these laws require other federal agencies to issue regulations which include accessibility standards for the design, construction, and alteration of facilities. The regulations issued by the other federal agencies to implement these laws adopt, with or without additions and modifications, the Access Board's guidelines as accessibility standards. When the Access Board's guidelines are adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing these laws, compliance with the accessibility standards is mandatory. Statutory and Regulatory Background Americans with Disabilities Act 1. The Access Board consists of 13 members appointed by the President from the public, a majority of which are individuals with disabilities, and the heads of 12 federal agencies or their designees whose positions are Executive Level IV or above. The federal agencies are: The Departments of Commerce, Defense, Education, Health and Human Services, Housing and Urban Development, Interior, Justice, Labor, Transportation, and Veterans Affairs; General Services Administration; and United States Postal Service. 4 Public Rights -of -Way Accessibility Guidelines The Americans with Disabilities Act (42 U.S.C. 12101 et seq.) is a federal civil rights law that prohibits discrimination against individuals with disabilities. Title II of the Americans with Disabilities Act covers state and local governments.2 The Department of Justice is responsible for issuing regulations to implement Title II of the Americans with Disabilities Act, except for the public transportation parts.3 The regulations issued by the Department of Justice include accessibility standards for the design, construction, and alteration of facilities (other than facilities used in the provision of public transportation covered by regulations issued by the Department of Transportation).4 The Department of Justice's accessibility standards adopt, with additions and modifications, the Access Board's current guidelines, which are discussed below under the Need for Rulemaking.5 See 28 CFR 35.104 and 35.151. The Department of Transportation is responsible for issuing regulations to implement the public transportation parts of Title II of the Americans with Disabilities Act.6 The regulations issued by the Department of Transportation include accessibility standards for the design, construction, and alteration of facilities used in the provision of public transportation covered by the public transportation parts of Title II of the Americans with Disabilities Act. The Department of Transportation's accessibility standards adopt, with additions and modifications, the Access Board's current guidelines, which are discussed below under the Need for Rulemaking. See 49 CFR 37.9 and Appendix A to 49 CFR part 37. The Department of Justice is responsible for overall enforcement of Title II of the Americans with Disabilities Act. The Department of Justice has designated the Department of Transportation as the federal agency responsible for investigating complaints and conducting compliance reviews "relating to programs, services, and regulatory activities relating to transportation, including highways." See 28 CFR 35.190 (b) (8). Section 504 of the Rehabilitation Act 2. Other titles of the Americans with Disabilities Act cover employers (Title I), private entities that own, lease, or operate places of public accommodation and commercial facilities (Title III), and telecommuni- cations (Title IV). This preamble focuses on Title II because pedestrian facilities in the public right-of- way are constructed and altered by state and local governments. 3. Title II of the Americans with Disabilities Act contains two subtitles. Subtitle A applies to all state and local government programs, services, and activities. Subtitle B contains two parts. Subtitle B, Part I applies to designated public transportation provided by state and local governments by bus, rail, or other conveyance (other than aircraft or intercity or commuter rail) as a general or special service (including charter service) to the general public on a regular and continuing basis. Subpart B, Part II applies to public transportation provided by the National Railroad Passenger Corporation and commuter authori- ties by intercity and commuter rail. The Department of Justice is responsible for issuing regulations to implement Subtitle A of Title II, except for matters within the scope of authority of the Department of Transportation under Parts I and II of Subtitle B of Title II. See 42 U.S.C. 12134. The Department of Transportation is responsible for issuing regulations to implement Parts I and II of Subtitle B of Title II. See 42 U.S.C. 12149 and 12164. 4. Subtitle A of Title II of the Americans with Disabilities Act requires that the regulations issued by the Department of Justice include accessibility standards that are "consistent with the minimum guidelines and requirements issued by the Architectural and Transportation Barriers Compliance Board." 42 U.S.C. 12134(c). The accessibility standards issued by the Department of Justice can include addi- tional or modified requirements provided they are consistent with the Access Board's guidelines. 5 Public Rights -of -Way Accessibility Guidelines: Preamble Section 504 of the Rehabilitation Act (29 U.S.C. 794) (hereinafter referred to as "Section 504") prohibits discrimination against individuals with disabilities under any program or activity receiving federal financial assistance. The term "program or activity" includes all the operations of a state or local government entity that receives federal financial assistance directly or indirectly from the federal government. See 29 U.S.C. 794 (b). Each federal agency that provides federal financial assistance is responsible for issuing regulations to implement Section 504 that are consistent with requirements established by the Department of Justice. See Executive Order 12250 in Appendix A to 28 CFR part 41. The Department of Justice requires facilities designed, constructed, or altered by recipients of federal financial assistance to be accessible to individuals with disabilities. See 28 CFR 41.58. The Department of Transportation provides federal financial assistance to state and local governments for the development of transportation networks, including pedestrian facilities in the public right-of-way.7 The regulations issued by the Department of Transportation to implement Section 504 require facilities designed, constructed, or altered by recipients of federal financial assistance from the Department to comply with accessibility standards included in the Department's regulations implementing the public transportation parts of Title II of the Americans with Disabilities Act, or the Uniform Federal Accessibility Standards. See 49 CFR §27.3. As discussed above, the accessibility standards included in the Department of Transportation regulations implementing the public transportation parts of Title II of the Americans with Disabilities Act adopt, with additions and modifications, the Access Board's current guidelines, which are discussed below under the Need for Rulemaking. See 49 CFR 37.9 and Appendix A to 49 CFR part 37. The Department of Transportation is responsible for investigating complaints and conducting compliance reviews under Section 504 relating to recipients of federal financial assistance from the Department. See 49 CFR 27.121 and 27.123. Architectural Barriers Act 5. In September 2010, the Department of Justice issued regulations with revised accessibility standards for Titles II and III of the Americans with Disabilities Act (DOJ 2010 Standards). See 75 FR 56164 (Sep- tember 15, 2010). Compliance with the DOJ 2010 Standards is required on or after March 15, 2012. State and local governments are permitted to comply with earlier standards (DOJ 1991 Standards with- out the elevator exception or UFAS) or the DOJ 2010 Standards between September 15, 2010 and March 14, 2012. Additional information on the applicable standards and their effective dates is available on the Department of Justice website at: http://www.ada.gov/revised_effective_dates-2010.htm. The DOJ 2010 Standards are available on the Department of Justice website at: http://www.ada.gov/ 2010ADAstandards index.htm. 6. Parts I and II of Subtitle B of Title II of the Americans with Disabilities Act require that the regulations issued by the Department of Transportation include accessibility standards that are "consistent with the minimum guidelines and requirements issued by the Architectural and Transportation Barriers Compli- ance Board." 42 U.S.C. 12149 (b) and 12163. The accessibility standards issued by the Department of Transportation can include additional or modified requirements provided they are consistent with the Access Board's guidelines. 7. See Department of Transportation "Policy Statement on Bicycle and Pedestrian Accommodation Regu- lations and Recommendations" at: http://www.dot.gov/affairs/2010/bicycle-ped.html. 6 Public Rights -of -Way Accessibility Guidelines The Architectural Barriers Act (42 U.S.C. 4151 et seq.) requires certain facilities financed with federal funds to be accessible to individuals with disabilities. The Architectural Barriers Act covers facilities financed in whole or part by a federal grant or loan where the federal agency that provides the grant or loan is authorized to issue standards for the design, construction, or alteration of the facilities.8 See 42 U.S.C. 4151 (3). The General Services Administration is required to issue accessibility standards for facilities covered by the Architectural Barriers Act.9 See 42 U.S.C. 4156. The accessibility standards issued by the General Services Administration adopt, without any additions or modifications, the Access Board's current guidelines, which are discussed below under the Need for Rulemaking. See 41 CFR 102-76.65. The Access Board is responsible for enforcing the Architectural Barriers Act. See 29 U.S.0 792 (b) (1) and (e). Need for Rulemaking This section discusses the Congressional findings in the Americans with Disabilities Act that establish the need for accessibility guidelines, the Access Board's current accessibility guidelines, and why the Access Board is proposing to issue accessibility guidelines for pedestrian facilities in the public right-of- way. Congressional Findings of Discrimination The Americans with Disabilities Act was enacted in 1990 by overwhelming bipartisan majorities in the House of Representatives (377 — 28) and in the Senate (91 — 6).18 Congress compiled an extensive record of the discrimination experienced by individuals with disabilities in critical areas such as employment, public accommodations, state and local government services, and transportation. Congress found that "despite some improvements such forms of discrimination against individuals with disabilities continue to be a serious and pervasive social problem." 42 U.S.C. 12101 (a) (2). Among the forms of discrimination that Congress found to be a continuing problem are "the discriminatory effects of architectural, transportation, and communication barriers." 42 U.S.C. 12101 (a) (5). Congress found that "the continuing existence of unfair and unnecessary discrimination and prejudice denies people with disabilities the opportunity to compete on an equal basis and to pursue those opportunities for which our free society is justifiably famous, and costs the United States billions of dollars in unnecessary expenses resulting from dependency and nonproductivity." 42 U.S.C. 12101 (a) (9). Congress declared that "the Nation's proper goals regarding individuals with disabilities are to ensure equality of opportunity, full 8. The Architectural Barriers Act also covers facilities constructed, altered, or leased by federal agencies; and facilities constructed or altered by the Washington Metropolitan Area Transit Authority. See 42 U.S.C. 4151 (1), (2), and (4). 9. The accessibility standards issued by the General Services Administration apply to all facilities covered by the Architectural Barriers Act, except for postal, military, and residential facilities. The United States Postal Service is responsible for issuing accessibility standards for postal facilities; the Department of Defense is responsible for issuing accessibility standards for military facilities; and the Department of Housing and Urban Development is responsible for issuing accessibility standards for residential facili- ties. See 42 U.S.C. 4153, 4154, and 4154a. 10. 101 Cong. Rec. H4629 and 4630 (July 12, 1990); 101 Cong. Rec. S9695 (July 13, 1990). 7 Public Rights -of -Way Accessibility Guidelines: Preamble participation, independent living, and economic self-sufficiency for such individuals." 42 U.S.C. 12101 (a) (8). The purpose of the Americans with Disabilities Act is "to provide a clear and comprehensive national mandate for the elimination of discrimination against individuals with disabilities" and "to provide clear, strong, and consistent, enforceable standards addressing discrimination against individuals with disabilities." 42 U.S.C. 12101 (b) (1) and (2). Congress directed the Access Board to supplement the accessibility guidelines developed earlier for the Architectural Barriers Act to include "additional requirements, consistent with this Act, to ensure that buildings, facilities, rail passenger cars, and vehicles are accessible in terms of architecture and design, transportation, and communication, to individuals with disabilities." 42 U.S.C. 12204 (b). Current Guidelines Developed Primarily for Buildings and Facilities on Sites The Access Board's current accessibility guidelines were issued in 2004 and are known as the Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines (hereinafter referred to as "2004 ADA and ABA Accessibility Guidelines").11 69 FR 44083 (July 23, 2004). The 2004 ADA and ABA Accessibility Guidelines revised and updated the Americans with Disabilities Act Accessibility Guidelines, which were issued by the Access Board in 1991 (hereinafter referred to as "1991 ADAAG"). 56 FR 35408 (July 26, 1991). The requirements in the 1991 ADAAG and 2004 ADA and ABA Accessibility Guidelines were developed primarily for buildings and facilities on sites.12 Some of the requirements can be readily applied to pedestrian facilities in the public right-of-way. However, other requirements need to be adapted for pedestrian facilities in the public right-of-way. 11. The 2004 ADA and ABA Accessibility Guidelines are codified in 36 CFR part 1191 and consist of six appendices: Appendix A is the Table of Contents to the guidelines; Appendix B contains ADA Chapters 1 and 2, which include application and scoping requirements for the design, construction, and alteration of facilities covered by the Americans with Disabilities Act; Appendix C contains ABA Chapters 1 and 2, which include application and scoping requirements for the design, construction, and alteration of facilities covered by the Architectural Barriers Act; Appendix D contains Chapters 3 through 10, which include common technical requirements for the design, construction, and alteration of facilities covered by the Americans with Disabilities Act or the Architectural Barriers Act; Appendix E contains the index of terms and list of figures included in the guidelines; and Appendix F contains additions and modifications to the guidelines issued by the Department of Transportation. The DOJ 2010 Standards and the Department of Transportation standards for transportation facilities used in the provision of transportation services covered by the transportation parts of Title II of the ADA and facilities covered by Section 504 adopt Appendices B and D, with additions and modifications. The General Services Administration standards for facilities covered by the Architectural Barriers Act adopt Appendices C and D, without additions and modifications. 12. The term "site" is defined in the 1991 ADAAG (see 3.5) and 2004 ADA and ABA Accessibility Guide- lines (see 106.5 and F106.5) as a "parcel of land bounded by a property line or a designated portion of a public right-of-way." 8 Public Rights -of -Way Accessibility Guidelines Proposed Guidelines Developed Specifically for Pedestrian Facilities in the Public Right -of -Way The proposed guidelines are developed specifically for pedestrian facilities in the public right-of-way and address conditions and constraints that exist in the public right-of-way. As discussed below under the Major Issues, the requirements in the proposed guidelines make allowances for typical roadway geometry and permit flexibility in alterations to existing facilities where existing physical constraints make it impractical to fully comply with new construction requirements. The proposed guidelines also include requirements for elements and facilities that exist only in the public right-of-way such as pedestrian signals and roundabouts. Rulemaking History The Access Board began developing accessibility guidelines for pedestrian facilities in the public right- of-way shortly after the Americans with Disabilities Act was enacted in 1990. Proposed guidelines for state and local government facilities, including pedestrian facilities in the public right-of-way, were initially issued in 1992. 57 FR 60612 (December 21, 1992). Interim guidelines were issued in 1994. 59 FR 31676 (June 20, 1994). Final guidelines were issued in 1998, but did not include requirements for pedestrian facilities in the public right-of-way because comments submitted on the proposed and interim guidelines demonstrated a need for additional research, as well as education and outreach. 63 FR 2000 (January 13, 1998). The Access Board subsequently sponsored research on accessible pedestrian signals and pedestrian pushbuttons, detectable warning surfaces, and pedestrian facilities at roundabouts.13 The Access Board also produced a series of videos, a design guide, and an accessibility checklist for pedestrian facilities in the public right-of-way, and conducted training programs around the country. The Access Board coordinated its work with organizations representing state and local government transportation officials and other transportation industry professionals, including the American Association of State Highway and Transportation Officials, Institute of Transportation Engineers, National Committee on Uniform Traffic Control Devices, and Transportation Research Board. The Access Board established a federal advisory committee in 1999 to recommend accessibility guidelines for pedestrian facilities in the public right-of-way. The advisory committee included representatives of state and local governments, the transportation industry, disability organizations, and other interested groups.14 The advisory committee provided significant sources of expertise and produced consensus recommendations for accessibility guidelines for pedestrian facilities in the public right-of-way. The advisory committee presented its recommendations, "Building a True Community: Final Report of the Public Rights -of -Way Access Advisory Committee", to the Access Board in 2001.15 The Access Board developed draft accessibility guidelines for pedestrian facilities in the public right-of- way based on the advisory committee's recommendations, and made the draft guidelines available for public review and comment in 2002.16 67 FR 41206 (June 17, 2002). The Access Board revised the 13. The reports on the research sponsored by the Access Board and technical assistance materials on accessible design of pedestrian facilities in the public right-of-way are available on the Access Board website at: http://www.access-board.gov/prowac/index.htm. 9 Public Rights -of -Way Accessibility Guidelines: Preamble draft guidelines in 2005 and made the revised draft guidelines available for public review to facilitate the gathering of data for a regulatory assessment of the potential costs and benefits of the guidelines. 70 FR 70734 (November 23, 2005). The Access Board entered into an interagency agreement with the Volpe National Transportation Systems Center (Volpe Center) to gather data and prepare cost estimates for the regulatory assessment.17 Major Issues Transportation officials who commented on the 2002 draft guidelines raised some major issues that are addressed below. Alterations to Existing Facilities The draft guidelines required alterations to existing facilities to comply with the requirements for new construction to the maximum extent feasible. Most of the improvements in the public right-of-way involve alterations to existing facilities. Transportation officials noted that the meaning of the term "to the maximum extent feasible" was not clear and wanted additional guidance on how to apply the guidelines when existing facilities are altered. The proposed guidelines clarify that where elements, spaces, or facilities are altered, each altered element, space, or facility within the scope of the project must comply with the applicable requirements for new construction (see R202.3). The phrase "within the scope of the project" is intended to focus on whether the alteration project presents an opportunity to design the altered element, space, or facility in an accessible manner. It is not intended for additional work to be done outside the scope of the project. For example, if an alteration project involves only installing pedestrian signals at existing intersections and there are no detectable warning surfaces on the curb ramps at the intersections, the proposed 14. The following organizations were members of the advisory committee: AARP, America Walks, Ameri- can Association of State Highway and Transportation Officials, American Council of the Blind, American Institute of Architects, American Public Transit Association, American Public Works Association, Associ- ation for Education and Rehabilitation of the Blind and Visually Impaired, Bicycle Federation of America, Californians for Disability Rights, Canadian Standards Association (Technical Committee on Barrier - Free Design), City of Birmingham (Department of Planning, Engineering and Permits), Council of Citi- zens with Low Vision International, Disability and Business Technical Assistance Centers, Disability Rights Education and Defense Fund, Federal Highway Administration, Hawaii Commission on Persons with Disabilities, Hawaii Department of Transportation, Institute of Traffic Engineers, Los Angeles Department of Public Works (Bureau of Street Services), Massachusetts Architectural Access Board, Municipality of Anchorage, National Center for Bicycling and Walking, National Council on Independent Living, National Federation of the Blind, New York State Department of Transportation, Paralyzed Veter- ans of America, Portland Office of Transportation, San Francisco Mayor's Office on Disability, State of Alaska, TASH, Texas Department of Transportation, and The Seeing Eye. 15. The advisory committee report is available on the Access Board website at: http://www.access- board.gov/prowac/commrept/index.htm. 16. The 2002 and 2005 draft guidelines and comments submitted on the 2002 draft guidelines are avail- able on the Access Board website at: http://www.access-board.gov/prowac/index.htm. 17. Volpe Center, "Cost Analysis of Public Rights -of -Way Accessibility Guidelines" (November 29, 2010). The document is available in the rulemaking docket (ATBCB-2011-0004) at: http://www.regulations.gov. 10 Public Rights -of -Way Accessibility Guidelines guidelines would require accessible pedestrian signals and pedestrian pushbuttons to be provided at the intersections because they are within the scope of the project, but would not require detectable warning surfaces to be provided on the curb ramps because they are not within the scope of the project. The proposed guidelines also clarify that where elements are altered or added to existing facilities but the pedestrian circulation path to the altered or added elements is not altered, the pedestrian circulation path is not required to comply with the proposed requirements for pedestrian access routes (see R202.1). For example, if a new bench is installed on a sidewalk that has a cross slope exceeding 2 percent, the sidewalk is not required to be altered to reduce the cross slope because the bench is installed on the sidewalk. In addition, the proposed guidelines recognize that it is not always possible for altered elements, spaces, or facilities to fully comply with new construction requirements because of existing physical constraints. Where existing physical constraints make it impracticable for altered elements, spaces, or facilities to fully comply with the requirements for new construction, compliance is required to the extent practicable within the scope of the project (see R202.3.1). Existing physical constraints include, but are not limited to, underlying terrain, right-of-way availability, underground structures, adjacent developed facilities, drainage, or the presence of a notable natural or historic feature. The proposed guidelines permit flexibility in alterations to existing facilities where needed. Existing Facilities That Are Not Altered Transportation officials expressed concern about application of the draft guidelines to existing facilities that are not altered. The proposed guidelines clarify that the guidelines do not address existing facilities unless they are included within the scope of an alteration undertaken at the discretion of a covered entity (see R101.2). The Department of Justice regulations implementing Title II of the Americans with Disabilities Act contain requirements for state and local governments regarding program accessibility and existing facilities. See 28 CFR 35.150. The Department of Transportation regulations implementing Section 504 also contain requirements for recipients of federal financial assistance from the Department regarding compliance planning. See 49 CFR 27.11 (c). The Access Board acknowledges that transportation officials are concerned about their obligations under the Title II of the Americans with Disabilities Act and Section 504 for existing facilities that are not altered, but the Access Board does not have the authority to address the application of the proposed guidelines to existing facilities that are not altered. When the Department of Justice and Department of Transportation conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504, they will address the application of the accessibility standards to existing facilities that are not altered. Comments concerning existing facilities that are not altered should be directed to the Department of Justice and Department of Transportation when they conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504. Allowances for Typical Roadway Geometry The 1991 ADAAG and 2004 ADA and ABA Accessibility Guidelines specify a maximum running slope of 5 percent and maximum cross slope of 2 percent for walking surfaces on accessible routes. The draft 11 Public Rights -of -Way Accessibility Guidelines: Preamble guidelines adapted these requirements for pedestrian access routes in the public right-of-way and made an allowance for typical roadway geometry by permitting the grade of pedestrian access routes within sidewalks to equal the general grade established for the adjacent street or highway. The draft guidelines also permitted the cross slope of pedestrian access routes within midblock pedestrian street crossings and of curb ramps at midblock pedestrian street crossings to equal the street or highway grade. Transportation officials recommended that additional allowances be made for typical roadway geometry. The proposed guidelines include the following allowances for typical roadway geometry: • The grade of pedestrian access routes within sidewalks is permitted to equal the general grade established for the adjacent street or highway (see R302.5). • A maximum cross slope of 5 percent is permitted for pedestrian access routes within pedestrian street crossings without yield or stop control where vehicles can proceed through the intersection without slowing or stopping (see R302.6.1). • The cross slope of pedestrian access routes within midblock pedestrian street crossings is permitted to equal the street or highway grade (see R302.6.2). • The cross slope of curb ramps, blended transitions, and turning spaces at pedestrian street crossings without yield or stop control where vehicles can proceed through the intersection without slowing or stopping, and at midblock pedestrian street crossings are permitted to equal the street or highway grade (see R304.5.3). • Clear spaces required at accessible pedestrian signals and pedestrian pushbuttons and at other accessible elements are permitted to have a running slope consistent with the grade of the adjacent pedestrian access route (see R404.2). A maximum grade of 5 percent and maximum cross slope of 2 percent are required otherwise for pedestrian access routes within sidewalks and pedestrian street crossings (see R302.5 and R302.6). Overview of Proposed Guidelines The proposed guidelines apply to pedestrian facilities in the public right-of-way. The proposed guidelines define the public right-of-way to mean "public land or property, usually in interconnected corridors, that is acquired for or dedicated to transportation purposes" (see R105.5). The proposed guidelines ensure that the following facilities for pedestrian circulation and use located in the public right- of-way are readily accessible to and usable by pedestrians with disabilities: • Sidewalks, pedestrian overpasses and underpasses, and other pedestrian circulation paths, including requirements for pedestrian access routes, alternate pedestrian access routes when pedestrian circulation paths are temporarily closed, and protruding objects along or overhanging pedestrian circulation paths; • Pedestrian street crossings, medians, and pedestrian refuge islands, including requirements for curb ramps or blended transitions, and detectable warning surfaces; • Pedestrian street crossings at roundabouts, including requirements for detectable edge treatments where pedestrian crossing is not intended, and pedestrian activated signals at multi -lane pedestrian street crossings; • Pedestrian street crossings at multi -lane channelized turn lanes at roundabouts and at other signalized intersections, including requirements for pedestrian activated signals; 12 Public Rights -of -Way Accessibility Guidelines Pedestrian signals, including requirements for accessible pedestrian signals and pedestrian pushbuttons; • Transit stops and transit shelters for buses and light rail vehicles, including requirements for boarding and alighting areas at sidewalk or street level, boarding platforms, and route signs; Pedestrian at -grade rail crossings, including requirements for flangeway gaps; • On -street parking that is marked or metered, and passenger loading zones; Pedestrian signs, including requirements for visible characters on signs and alternative requirements for audible sign systems and other technologies; • Street furniture for pedestrian use, including drinking fountains, public toilet facilities, tables, counters, and benches; and Ramps, stairways, escalators, handrails, doors, doorways, and gates. Use of Mandatory Language in Proposed Guidelines The proposed guidelines use the mandatory language "shall" and "requirement" because the guidelines are intended to be adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act. In this regard, the proposed guidelines are analogous to model codes. Model codes use mandatory language but compliance with model codes is not mandatory until they are adopted by a state or local government. When the Access Board's guidelines are adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act, compliance with the accessibility standards is mandatory. The other federal agencies will conduct separate rulemakings to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act. The other federal agencies will establish the effective dates for compliance with the accessibility standards when they complete their rulemakings. The other federal agencies may permit use of the proposed guidelines as best practices pending the completion of their rulemakings. However, the proposed guidelines are not legally enforceable until adopted, with or without additions and modifications, as accessibility standards by other federal agencies in regulations implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act. Impacts on State and Local Governments When the proposed guidelines are adopted, with or without additions and modifications, as accessibility standards by other federal agencies in the regulations implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act, the accessibility standards will apply to units of state and local government that construct streets and highways.18 For ease of reference, these 18. Private entities that design, construct, or alter places of public accommodation or commercial facilities on sites are required to comply with accessibility standards included in regulations issued by the Depart- ment of Justice to implement Title III of the Americans with Disabilities Act. See 28 CFR 36.401 through 36.406. State or local laws may require sites with frontage on the public right-of-way or frontage that will revert to the public right-of-way to make frontage improvements in accordance with state or local stan- dards which contain accessibility requirements that are similar to the proposed guidelines. 13 Public Rights -of -Way Accessibility Guidelines: Preamble state and local governmental units are referred to as "state and local transportation departments" in this preamble but may go by different names (e.g., public works departments, or highway or streets departments) in their respective jurisdictions. State and local transportation departments may be required to comply with three accessibility standards. For example, a state or local transportation department that finances the design, construction, or alteration of a pedestrian facility in the public right- of-way with a federal grant or loan from the Department of Transportation would be required to comply with the accessibility standards issued by the Department of Justice in regulations implementing Title II of the Americans with Disabilities Act, the accessibility standards issued by the Department of Transportation in regulations implementing Section 504, and the accessibility standards issued by the General Services Administration in regulations implementing the Architectural Barriers Act. All three accessibility standards would be basically uniform because they adopt the proposed guidelines, but may vary to the extent that Department of Justice, Department of Transportation, and General Services Administration include additions or modifications to the proposed guidelines in their accessibility standards. The Access Board prepared a regulatory assessment of the potential costs and benefits of the proposed guidelines. The regulatory assessment is available in the regulatory docket at http:// www.regulations.gov and on the Access Board website at: http://www.access-board.gov/prowac/ index.htm. The proposed guidelines are compared to a baseline to assess their potential costs and benefits. The baseline is how state and local transportation departments would design and construct pedestrian facilities in the public right-of-way in the absence of the proposed guidelines. All state transportation departments maintain design manuals and standard drawings for improvements in the public right-of-way.19 Most local transportation department also maintain design manuals and standard drawings for improvements in the public right-of-way that are consistent with the design manuals and standard drawings maintained by their state transportation departments. State and local transportation departments use publications issued by the American Association of State and Highway Transportation Officials (AASHTO) in their design manuals and standard drawings, including the "Policy on Geometric Design of Highways and Streets" (2004) (commonly referred to as the "AASHTO Green Book") and the "Guide for the Planning, Design, and Operation of Pedestrian Facilities" (2004) which incorporate accessibility in the design of sidewalks and other pedestrian facilities.20 The Federal Highway Administration as part of its stewardship and oversight responsibilities has also worked with state transportation departments to incorporate accessibility in their design manuals and standards drawings. The Federal Highway Administration has issued guidance that the accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act and the Department of Transportation regulations implementing Section 504 "are to be used to the extent feasible" for the design of pedestrian facilities in the public right-of-way until new accessibility standards 19. Links to the design manuals and standard drawings maintained by state transportation departments are available on the Federal Highway Administration website at: http://www.fhwa.dot.gov/programad- min/statemanuals.cfm and http://www.fhwa.dot.gov/programadmin/statestandards.cfm. 20.The AASHTO "Policy on Geometric Design of Highways and Streets" and "Guide for the Planning, Design, and Operation of Pedestrian Facilities" incorporate accessibility in the design of sidewalks, including minimum clear width, passing spaces, grade, cross slope, protruding objects, and surface treatments; curb ramps, including detectable warning surfaces; pedestrian overpasses and under- passes; and transit stops and transit shelters. 14 Public Rights -of -Way Accessibility Guidelines are adopted for these facilities.21 The Federal Highway Administration has also issued guidance that the 2005 draft of the proposed guidelines for pedestrian facilities in the public right-of-way "are the currently recommended best practices, and can be considered the state of the practice that could be followed for areas not fully addressed" in the existing accessibility standards.22 In the absence of the proposed guidelines, the regulatory assessment assumes that state and local transportation departments will use the revised accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act (hereinafter referred to as "DOJ 2010 Standards") to the extent feasible when designing, constructing, or altering pedestrian facilities in the public right-of-way, consistent with the guidance issued by the Federal Highway Administration, as well as other applicable standards and industry practices.23 An analysis of the proposed guidelines compared to the DOJ 2010 Standards, other applicable standards, and industry practices is included in the appendix to the regulatory assessment. The analysis consists of three tables. Table 1. Proposed Guidelines Contain Same Requirements as in DOJ 2010 Standards Table 1 analyzes requirements in the proposed guidelines that are the same as requirements in the DOJ 2010 Standards.24 The requirements in the proposed guidelines in Table 1 will have no impacts on state and local transportation departments compared to the requirements in the DOJ 2010 Standards because the requirements are the same. Table 2. Proposed Guidelines Adapt Requirements in DOJ 2010 Standards Table 2 analyzes requirements in the proposed guidelines that adapt requirements in the DOJ 2010 Standards to allow for conditions and constraints in the public right-of-way.25 The requirements in the proposed guidelines in Table 2 do not establish greater requirements for accessibility in the public right- 21. See Federal Highway Administration, Office of Program Administration, "Pedestrians and Accessible Design" at: http://www.fhwa.dot.gov/programadmin/pedestrians.cfm. When the guidance was issued, the applicable accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act and the Department of Transportation regulations implementing Sec- tion 504 adopted the 1991 ADAAG and permitted the Uniform Federal Accessibility Standards to be used. 22. See Federal Highway Administration, "Public Rights -of -Way Access Advisory" (January 23, 2006) at: http://www.fhwa.dot.gov/environment/bikeped/prwaa.htm. 23. See footnote 5 regarding the DOJ 2010 standards and effective dates. 24. The requirements analyzed in Table 1 include: drinking fountains, public toilet facilities, tables, counters, passenger loading zones, ramps, stairways, handrails, doors, doorways, gates, operable parts, clear spaces, knee and toe clearance, and reach ranges. 25. The requirements analyzed in Table 2 include: sidewalks and other pedestrian circulation paths, pedestrian street crossings, pedestrian overpasses and underpasses, pedestrian at -grade rail cross- ings, curb ramps and blended transitions, protruding objects, transit stops and transit shelters used by buses and Tight rail vehicles, on -street parking, and escalators. The requirements for transit stops and transit shelters used by buses and Tight vehicles are compared to the accessibility standards in the Department of Transportation regulations implementing the public transportation parts of Title II of the Americans with Disabilities Act. 15 Public Rights -of -Way Accessibility Guidelines: Preamble of -way than the requirements in the DOJ 2010 Standards and industry practices. Some of the requirements in the proposed guidelines in Table 2 establish lesser requirements for accessibility in the public right-of-way than the requirements in the DOJ 2010 Standards. For example, where the pedestrian access route in a sidewalk is contained within the street or highway right-of-way, the grade of the pedestrian access route is permitted to equal the general grade established for the adjacent street or highway to allow for typical roadway geometry instead of the running slope requirements for accessible routes on sites. The requirements in the proposed guidelines in Table 2 will have no impacts on state and local transportation departments compared to the requirements in the DOJ 2010 Standards and industry practices, except for the 2 percent maximum cross slope requirement for pedestrian access routes contained within pedestrian street crossings with stop or yield control where vehicles slow or stop before proceeding through the intersection (see R204.3 and R302.6). This requirement will have more than minimal impacts on the design and construction of new tabled intersections in hilly urban areas that contain pedestrian street crossings with stop or yield control. The impacts are analyzed in the regulatory assessment and discussed below under Cross Slope (R302.6) in the Section -by -Section Analysis. Table 3. Proposed Guidelines Contain Requirements Not in DOJ 2010 Standards Table 3 analyzes requirements in the proposed guidelines for which there are no corresponding requirements in the DOJ 2010 Standards. 26 The requirements in the proposed guidelines in Table 3 are compared to other applicable accessibility standards and the 2009 edition of Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD). Where the requirements in the proposed guidelines in Table 3 are the same as the requirements in other applicable accessibility standards or the MUTCD, the requirements will have no impacts on state and local transportation departments. Where a requirement in the proposed guidelines in Table 3 differs from a corresponding requirement in other applicable accessibility standards or there is no corresponding requirement in other applicable accessibility standards, the analysis used the following factors to identify whether the requirement will have more than minimal impacts on state and local transportation departments: • Whether the requirement can be easily incorporated into the design of the element or facility? • Whether the requirement adds features to the element or facility? • Whether the requirement reduces space needed for other purposes? • What are the additional costs due to the requirement compared to the total design and construction costs for the element or facility? A requirement that can be easily incorporated into the design of an element or facility, and does not add features to the element or facility or reduce space needed for other purposes will have minimal impacts on state and local transportation departments. A requirement that cannot be easily incorporated into the design of an element or facility, adds features to the element or facility, or reduces space needed for other purposes and that results in additional costs compared to the total design and construction costs of 26. The requirements analyzed in Table 3 include: alternate pedestrian access routes, pedestrian signal phase timing, accessible pedestrian signals and pedestrian pushbuttons, pedestrian street crossings at roundabouts, detectable warning surfaces on curb ramps and blended transitions at pedestrian street crossings, detectable warning surfaces on pedestrian at -grade rail crossings not located within a street or highway, pedestrian signs, and benches. 16 Public Rights -of -Way Accessibility Guidelines the element or facility which are not negligible (i.e., are worth considering) will have more than minimal impacts on state and local transportation departments. The analysis identified three requirements in the proposed guidelines in Table 3 that will have more than minimal impacts on state and local transportation departments: • Detectable warning surfaces on curb ramps and blended transitions at pedestrian street crossings (see R208.1 and R305); • Accessible pedestrian signals and pedestrian pushbuttons (see R209); and • Pedestrian activated signals at roundabout intersections with multi -lane pedestrian street crossings (see R206 and R306.3.2). The impacts of these requirements are analyzed in the regulatory assessment and are discussed below under the relevant requirements in the Section -by -Section Analysis. Question 1. Comments are requested on whether other requirements in the proposed guidelines will have more than minimal impacts on state and local transportation departments, in addition to the requirements identified in Tables 2 and 3. Comments should: Identify the requirement by section number or other information that identifies the specific requirement; Explain why the requirement will have more than minimal impacts using the factors described above or other appropriate factors; and Provide estimates of the additional costs due to the requirement compared to the total design and construction costs for the element or facility. Question 2. Comments are requested on whether the requirements in the proposed guidelines have any unintended positive or negative consequences. Question 3. Comments are requested on alternative regulatory approaches for achieving the objectives of the Americans with Disabilities Act, Section 504, and Architectural Barriers Act to eliminate the discriminatory effects of architectural, transportation, and communication barriers in the design and construction of pedestrian facilities in the public right-of-way. Section -by -Section Analysis The proposed guidelines consist of four chapters. Chapter R1 addresses the application and administration of the proposed guidelines. Chapter R2 contains scoping requirements. Chapter R3 contains technical requirements. Chapter R4 contains supplementary technical requirements, which are the same as in the 2004 ADA and ABA Accessibility Guidelines with a few exceptions. The sections in each chapter are discussed below. Sections marked as "advisory" contain advisory information related to the preceding section. Advisory sections do not establish mandatory requirements. Some advisory sections reference related mandatory requirements to alert readers about those requirements. The Access Board is committed to writing guidelines that are clear, concise, and easy to understand so that persons who use the guidelines know what is required. If any of the proposed guidelines are 17 Public Rights -of -Way Accessibility Guidelines: Preamble ambiguous or not clear, point out the problematic language in your comments so it can be improved in the final guidelines. Chapter R1: Application and Administration R101 Purpose The proposed guidelines contain scoping and technical requirements to ensure that facilities for pedestrian circulation and use located in the public right-of-way are readily accessible to and usable by pedestrians with disabilities. When the guidelines are adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing Title II of the Americans with Disabilities Act, Section 504, and the Architectural Barriers Act, compliance with the accessibility standards is mandatory. The proposed guidelines do not address existing facilities unless they are included within the scope of an alteration to an existing facility undertaken at the discretion of a covered entity. The Department of Justice regulations implementing Title II of the Americans with Disabilities Act contain requirements for state and local governments regarding program accessibility and existing facilities. See 28 CFR 35.150. The Department of Transportation regulations implementing Section 504 also contain requirements for recipients of federal financial assistance from the Department regarding compliance planning. See 49 CFR 27.11 (c). As discussed above under the Major Issues, transportation officials who commented on the 2002 draft guidelines expressed concern about existing facilities that are not altered. When the Department of Justice and Department of Transportation conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504, they will address the application of the accessibility standards to existing facilities that are not altered. Comments concerning existing facilities that are not altered should be directed to the Department of Justice and Department of Transportation when they conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504. R102 Equivalent Facilitation The use of alternative designs, products, or technologies that result in substantially equivalent or greater accessibility and usability than the proposed guidelines is permitted. R103 Conventions Conventional industry tolerances apply where dimensions are not stated as a range. Where the required number of accessible facilities or elements is based on ratios or percentages and remainders or fractions result, the next greater whole number is required. Where the required size or dimension of a facility or element is based on ratios or percentages, rounding down for values less than one half is permitted. Measurements are stated in metric and U.S. customary units, and each system of measurement is to be used independently of the other. R104 Referenced Standards 18 Public Rights -of -Way Accessibility Guidelines The proposed guidelines incorporate by reference certain standards in the 2009 edition of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD). The referenced MUTCD standards are discussed below under the relevant requirements regarding the provision of alternate pedestrian access routes when a pedestrian circulation path is temporarily closed, the provision of accessible pedestrian signals and pedestrian pushbuttons, and pedestrian signal phase timing. The MUTCD is available on the Federal Highway Administration website at: http://mutcd.fhwa.dot.gov. R105 Definitions The proposed guidelines incorporate the MUTCD definitions for the following terms: highway, intersection, island, median, pedestrian, roundabout, sidewalk, splitter island, and street. The proposed guidelines define the following terms: accessible, alteration, blended transition, cross slope, curb line, curb ramp, element, facility, grade break, operable part, pedestrian access route, pedestrian circulation path, public right-of-way, qualified historic facility, running slope, and vertical surface discontinuities. These definitions are discussed in the sections where the terms are used. Collegiate dictionaries are used to determine the meaning of terms that are not defined in the proposed guidelines, referenced MUTCD standards, or regulations issued by federal agencies that adopt the proposed guidelines as accessibility standards. Singular and plural words, terms, and phrases are used interchangeably. Chapter R2: Scoping Requirements Scoping requirements specify what pedestrian facilities must comply with the proposed guidelines. Some of the scoping requirements are triggered where certain pedestrian facilities are provided such as pedestrian signals (see R209), street furniture (see R212), transit stops and transit shelters (see R213), on -street parking (see R214), and passenger loading zones (see R215). The scoping requirements reference the technical requirements that each pedestrian facility must comply with in order to be considered accessible. The technical requirements are discussed in Chapters R3 and R4. R201 Application The proposed guidelines apply to newly constructed facilities, altered portions of existing facilities, and elements added to existing facilities for pedestrian circulation and use located in the public right-of-way. The proposed guidelines apply to both permanent and temporary facilities in the public right-of-way. An advisory section provides examples of temporary facilities in the public right-of-way that are covered by the scoping requirements (e.g., temporary pedestrian circulation routes around work zones and portable public toilets). Buildings and structures in the public right-of-way that are not covered by the proposed guidelines must comply with the applicable requirements in the 2004 ADA and ABA Accessibility Guidelines. An advisory section provides examples of buildings and structures in the public right-of-way that are not covered by the proposed guidelines and must comply with the applicable requirements in the 2004 ADA and ABA Accessibility Guidelines (e.g., towers and temporary performance stages and reviewing stands). R202 Alterations and Elements Added to Existing Facilities 19 Public Rights -of -Way Accessibility Guidelines: Preamble The proposed guidelines apply to alterations and elements added to existing facilities. Alterations are changes to an existing facility that affect or could affect pedestrian access, circulation, or use (see R105.5). Alterations include, but are not limited to, resurfacing, rehabilitation, reconstruction, historic restoration, or changes or rearrangement of structural parts or elements of a facility. The Department of Justice and Department of Transportation may provide guidance on the meaning of the word "resurfacing" when they conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504. Comments requesting guidance on the meaning of the term "resurfacing" should be directed to the Department of Justice and Department of Transportation when they conduct rulemaking to include accessibility standards for pedestrian facilities in the public right-of-way in regulations implementing Title II of the Americans with Disabilities Act and Section 504. Where elements are altered or added to existing facilities but the pedestrian circulation path to the altered or added elements is not altered, the pedestrian circulation path is not required to comply with the proposed requirements for pedestrian access routes. For example, if a new bench is installed on an existing sidewalk that has a cross slope exceeding 2 percent, the sidewalk is not required to be altered to reduce the cross slope because the bench is installed on the sidewalk. Advisory information recommends that, where possible, added elements should be located on an existing pedestrian access route. This provision is based on similar provisions in the 2004 ADA and ABA Accessibility Guidelines which do not require the circulation path to altered elements or spaces to comply with the requirements for accessible routes where the circulation path to the altered elements or spaces is not altered (see 202.3, Exception 1; and F202.3, Exception 1). Where existing physical constraints make it impractical for altered elements, spaces, or facilities to fully comply with new construction requirements, compliance is required to the extent practicable within the scope of the project. Existing physical constraints include, but are not limited to, underlying terrain, right- of-way availability, underground structures, adjacent developed facilities, drainage, or the presence of a notable natural or historic feature. The 2004 ADA and ABA Accessibility Guidelines (see 202.4 and F202.4) and the Department of Justice regulations implementing Title II of the Americans with Disabilities Act (see 28 CFR 35.151 (b)) include an additional requirement for facilities on sites whereby an alteration that affects or could affect the usability of or access to an area containing a "primary function" must be made so as to ensure that, to the maximum extent feasible, the "path of travel" to the altered area is accessible, unless the additional cost and scope of the alterations to provide an accessible "path of travel" are disproportionate to the cost of the alteration to the "primary function" area. The Department of Justice regulations define the terms "primary function" and "path of travel." See 28 CFR 35.151 (b) (4) (i) and (ii). According to the Department of Justice regulations, a "primary function" is a major activity for which the facility is intended. "Primary function" areas include the dining area of a cafeteria, the meeting rooms in a conference center, as well as offices and other work areas in which the activities of the public entity using the facility are carried out. Mechanical rooms, boiler rooms, supply storage rooms, employee lounges or locker rooms, janitorial closets, entrances, and corridors are not "primary function" areas. Restrooms are not "primary function" areas unless the provision of restrooms is a primary purpose of the area (e.g., restrooms in highway rest stops). Alterations to windows, hardware, controls, electrical outlets, and signage are not alterations that affect the usability of or access to a "primary function" area. 20 Public Rights -of -Way Accessibility Guidelines The Department of Justice regulations further state that a "path of travel" includes a continuous, unobstructed way of pedestrian passage by means of which the altered area may be approached, entered, and exited, and which connects the altered area with an exterior approach (including sidewalks, streets, and parking areas), an entrance to the facility, and other parts of the facility. An accessible "path of travel" may consist of walks and sidewalks; curb ramps and other interior or exterior pedestrian ramps; clear floor paths through lobbies, corridors, rooms, and other improved areas; parking access aisles; elevators and lifts; or a combination of these elements; and also includes the restrooms, telephones, and drinking fountains serving the altered area. The Department of Justice regulations deem the additional cost of alterations to provide an accessible "path of travel" to the altered area disproportionate when it exceeds 20 percent of the cost of the alteration to the "primary function" area. See 28 CFR 35.151 (b) (4) (iii). When the additional cost of alterations to provide an accessible "path of travel" to the altered area is disproportionate, the Department of Justice regulations require the "path of travel" to be made accessible to the extent that it can be made accessible without incurring disproportionate costs (i.e., an amount equal to 20 percent of the cost of the alteration to the "primary function" area must be expended to provide an accessible "path of travel" to the altered area). See 28 CFR 35.151 (b) (4) (iv). A similar requirement is not included in the proposed guidelines because of the uncertainty how the terms "primary function" and "path of travel" as defined in the Department of Justice regulations for facilities on sites would apply to pedestrian facilities in the public right-of-way. Revising the definitions of "primary function" and "path of travel" to apply to pedestrian facilities in the public right-of-way will not necessarily result in additional accessibility. For example, if an area that contains a "primary function" is defined to include sidewalks, an accessible "path of travel" would be required to the altered sidewalks, which in effect would require the cost and scope of planned sidewalk alteration projects to be increased by 20 percent. Sidewalk alteration projects can be planned to take into account the additional 20 percent scope and cost of work. For example, if a 5 block sidewalk alteration project would be planned in the absence of a requirement for an accessible "path of travel" to the altered sidewalks, imposing a requirement for an accessible "path of travel" to the altered sidewalks could result in a 4 block sidewalk alteration project being planned and the additional 20 percent scope and cost of work would result in a 5 block sidewalk alteration project. Transitional segments of pedestrian access routes must connect to unaltered segments of existing pedestrian circulation paths and comply with the technical requirements for pedestrian access routes to the extent practicable. Alterations must not decrease or have the effect of decreasing the accessibility of a facility or an accessible connection to an adjacent building or site below the requirements for new construction in effect at the time of the alteration. Where the State Historic Preservation Officer or Advisory Council on Historic Preservation determines that compliance with a requirement would threaten or destroy historically significant features of a qualified historic facility, compliance is required to the extent that it does not threaten or destroy historically significant features of the facility. A qualified historic facility is a facility that is listed in or is eligible for listing in the National Register of Historic Places, or is designated as historic under state or local law (see R105.5) R203 Machinery Spaces 21 Public Rights -of -Way Accessibility Guidelines: Preamble Vaults, tunnels, and other spaces used by service personnel only are not required to comply with the proposed guidelines. R204 Pedestrian Access Routes A pedestrian access route is a continuous and unobstructed path of travel provided for pedestrians with disabilities within or coinciding with a pedestrian circulation path in the public right-of-way (see R105.5). Pedestrian access routes in the public right-of-way ensure that the transportation network used by pedestrians is accessible to pedestrians with disabilities. Pedestrian access routes in the public right-of- way are analogous to accessible routes on sites in that they connect to accessible elements, spaces, and facilities in the public right-of-way, including accessible pedestrian signals and pedestrian pushbuttons, accessible street furniture, accessible transit stops and transit shelters, accessible on - street parking spaces and parking meters and parking pay stations serving those parking spaces, and accessible passenger loading zones. Pedestrian access routes in the public right-of-way also connect to accessible routes at building and facility site arrival points.27 Pedestrian access routes must be provided within: • Sidewalks and other pedestrian circulation paths located in the public right-of-way; • Pedestrian street crossings and at -grade rail crossings, including medians and pedestrian refuge islands; and • Overpasses, underpasses, bridges, and similar structures that contain pedestrian circulation paths. Where an overpass, underpass, bridge, or similar structure is designed for pedestrian use only and the approach slope to the structure exceeds 5 percent, a ramp, elevator, limited use/limited application elevator, or platform lift must be provided. Elevators and platform lifts must be unlocked during the operating hours of the facility served. An advisory section notes that the Federal Highway Administration has issued guidance on the obligations of state and local governments to keep pedestrian access routes open and usable throughout the year, including snow and debris removal. R205 Alternate Pedestrian Access Routes Alternate pedestrian access routes must be provided when a pedestrian circulation path is temporarily closed by construction, alterations, maintenance operations, or other conditions. The alternate pedestrian access route must comply with the referenced MUTCD standards. The MUTCD standards require alternate pedestrian routes to be accessible and detectable, including warning pedestrians who are blind or have low vision about sidewalk closures. Proximity -actuated audible signs are a preferred means to warn pedestrians who are blind or have low vision about sidewalk closures. R206 Pedestrian Street Crossings 27. The ADA and ABA Accessibility Guidelines require accessible routes on sites to connect to site arrival points, including public streets and sidewalks (see 206.2.1 and F206.2.1). 22 Public Rights -of -Way Accessibility Guidelines Pedestrian street crossings must comply with technical requirements in Chapter R3 that reference MUTCD standards for pedestrian signal phase timing. The technical requirements in Chapter R3 also include requirements for roundabouts and multi -lane channelized turn lanes. R207 Curb Ramps and Blended Transitions Curb ramps, blended transitions, or a combination of curb ramps and blended transitions must connect the pedestrian access routes at each pedestrian street crossing. Curb ramps and blended transitions must be wholly contained within the pedestrian street crossings served. Typically, two curb ramps must be provided at each street corner. In alterations where existing physical constraints prevent two curb ramps from being installed at a street corner, a single diagonal curb ramp is permitted at the corner. R208 Detectable Warning Surfaces Detectable warning surfaces consist of small truncated domes built in or applied to a walking surface that are detectable underfoot. On pedestrian access routes, detectable warning surfaces indicate the boundary between a pedestrian route and a vehicular route where there is a flush rather than a curbed connection for pedestrians who are blind or have low vision. Detectable warning surfaces are not intended to provide wayfinding for pedestrians who are blind or have low vision. An advisory section provides information on streetscape designs that can make wayfinding easier. Detectable warning surfaces must be provided at the following locations on pedestrian access routes and at transit stops: • Curb ramps and blended transitions at pedestrian street crossings; • Pedestrian refuge islands; • Pedestrian at -grade rail crossings not located within a street or highway; • 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 • 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. Detectable warning surfaces are not required at pedestrian refuge islands that are cut -through at street level and are less than 1.8 meters (6 feet) in length in the direction of pedestrian travel because detectable warning surfaces must extend 610 millimeters (2 feet) minimum on each side of the island and be separated by a 610 millimeters (2 feet) minimum length of island without detectable warning surfaces (see R305.1.4 and R305.2.4). Installing detectable warning surfaces at cut -through pedestrian islands that are less than 1.8 meters (6 feet) in length would compromise the effectiveness of detectable warning surfaces. An advisory section recommends that where a cut -through pedestrian island is less than 1.8 meters (6 feet) in length and the pedestrian street crossing is signalized, the signal should be timed for a complete crossing of the street. Comments from Individuals Who Are Blind or Have Low Vision The National Federation of the Blind was a member of the advisory committee that recommended the proposed guidelines, but filed a minority report recommending detectable warning surfaces should be required only on curb ramps with slopes of 6.6 percent or less, and at medians and pedestrian refuge 23 Public Rights -of -Way Accessibility Guidelines: Preamble islands. Comments on the 2002 draft guidelines from individuals who identified themselves as blind or having low vision supported requiring detectable warning surfaces on all curb ramps by a margin of 2:1. Detectable Warning Surfaces on Curb Ramps When the Access Board issued the 1991 ADAAG, the guidelines contained a requirement for detectable warning surfaces on curb ramps. The requirement was temporarily suspended between 1994 and 2001 pending additional research and review of issues relating to requirement. The Access Board deferred addressing detectable warning surfaces on curb ramps in the 2004 ADA and ABA Accessibility Guidelines pending completion of the guidelines for pedestrian facilities in the public right-of-way. As a result of these actions, there are different requirements for detectable warning surfaces on curb ramps in the accessibility standards included the regulations issued by the Department of Justice implementing Title II of the Americans with Disabilities Act and by the Department of Transportation implementing Section 504. When the Department of Justice initially issued regulations in 1991 implementing Title II of the Americans with Disabilities Act, the regulations required state and local governments to use accessibility standards (hereinafter referred to as the "DOJ 1991 Standards") that included the 1991 ADAAG which contained a requirement for detectable warning surfaces on curb ramps, or the Uniform Federal Accessibility Standards (UFAS) which did not contain a requirement for detectable warning surfaces on curb ramps.28 When the Department of Justice adopted the DOJ 2010 Standards, those standards included the 2004 ADA and ABA Accessibility Guidelines which do not contain a requirement for detectable warning surfaces on curb ramps. The Department of Transportation regulations implementing Section 504 require state and local governments that receive federal financial assistance directly or indirectly from the Department to use accessibility standards that include the 2004 ADA and ABA Accessibility Guidelines, as modified by the Department, or UFAS. See 49 CFR 27.3 (b). The Department of Transportation modified the 2004 ADA and ABA Accessibility Guidelines by retaining certain requirements from the 1991 ADAAG, including the requirement for detectable warning surfaces on curb ramps. See 406.8 in Appendix A to 49 CFR part 37. State and local transportation departments will be affected differently by the requirement in the proposed guidelines for detectable warning surfaces on curb ramps depending on the accessibility standards that they use for curb ramps in the public right-of-way. The Access Board reviewed the standard drawings for the design of curb ramps on state transportation department websites and found that the transportation departments in all 50 states and the District of Columbia specify detectable warning surfaces on curb ramps in the standard drawings.29 Most local transportation departments use standard drawings for the design of curb ramps that are consistent with the standard drawings maintained by their 28. UFAS was issued in 1984 by the General Services Administration and other federal agencies responsi- ble for issuing accessibility standards for facilities covered by the Architectural Barriers Act. See 49 FR 31528 (August 7, 1984). 29.Links to each state transportation department's standard drawings that specify detectable warning sur- faces on curb ramps are available on the Access Board website at: http://www.access-board.gov/ prowac/index.htm. 24 Public Rights -of -Way Accessibility Guidelines state transportation departments. These state and local transportation departments use either the DOJ 1991 Standards, which include the 1991 ADAAG requirement for detectable warning surfaces on curb ramps, or the Department of Transportation accessibility standards, which include the 2004 ADA and ABA Accessibility Guidelines as modified by the Department to include the requirement from the 1991 ADAAG for detectable warning surfaces on curb ramps.30 Governmental Units Affected State and local transportation departments are divided into four groups for the purpose of evaluating the impacts of the requirement in the proposed guidelines for detectable warning surfaces on curb ramps: • Group 1 consists of state and local transportation departments that use UFAS for curb ramps as currently permitted by the Department of Justice and Department of Transportation regulations implementing Title II of the Americans with Disabilities Act and Section 504. UFAS did not contain a requirement for detectable warning surfaces on curb ramps. The Access Board is not aware of any state or local transportation departments that use UFAS. The Department of Justice regulations do not permit the use of UFAS on or after March 15, 2012. See 28 CFR 35.151 (c) (3). Thus, Group 1 will cease to exist as of March 15, 2012, and any state and local transportation departments currently in Group 1 will fall into one of the other groups. Question 4. The Access Board seeks information on whether any state and local transportation departments currently use UFAS for curb ramps in the public right-of-way. • Group 2 consists of state and local transportation departments that receive federal financial assistance directly or indirectly from the Department of Transportation. State and local transportation departments in Group 2 are required to comply with the accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act and the Department of Transportation regulations implementing Section 504. Where the requirements in the accessibility standards in the Department of Justice and Department of Transportation regulations differ, the more stringent requirement must be used. Excluding any state and local transportation departments in Group 1, state and local transportation departments in Group 2 must comply with the requirement for detectable warning surfaces on curb ramps in the Department of Transportation regulations because it is the more stringent requirement. All state transportation departments and most local transportation departments are in Group 2 and specify detectable warning surfaces on curb ramps in their standard drawings. The requirement in the proposed guidelines for detectable warning 30.The DOJ 1991 Standards require detectable warning surfaces to extend the full width and depth of the curb ramp (see 4.7.7, Appendix E to 28 CFR part 36). The Department of Transportation standards require detectable warning surfaces to extend the full width of the curb ramp (exclusive of flared sides) and either the full depth of the curb ramp or 24 inches deep minimum measured from the back of the curb on the ramp surface (see 406.8, Appendix A to 49 CFR part 37). Guidance issued by the Depart- ment of Justice permits the use of the Department of Transportation standards for detectable warning surfaces on curb ramps. See Department of Justice, "ADA Best Practices Tool Kit for State and Local Governments, Curb Ramps and Pedestrian Crossings" (May 7, 2006) at: http://www.ada.gov/pcatoolkit/ toolkitmain.htm. 25 Public Rights -of -Way Accessibility Guidelines: Preamble surfaces on curb ramps will not have any impacts on state and local transportation departments in Group 2. • Group 3 consists of local transportation departments that do not receive federal financial assistance directly or indirectly from the Department of Transportation. Local transportation departments in Group 3 are required to comply only with the accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act. Excluding any local transportation departments in Group 1, local transportation departments in Group 3: a) Used the DOJ 1991 Standards, which include the 1991 ADAAG and contain a requirement for detectable warning surfaces on curb ramps, before September 15, 2010. See 28 CFR 35.151 (c) (1). b) Are permitted to use the DOJ 1991 Standards, which include the 1991 ADAAG and contain a requirement for detectable warning surfaces on curb ramps, or the DOJ 2010 Standards, which include the 2004 ADA and ABA Accessibility Guidelines and do not contain a requirement for detectable warnings on curb ramps, between September 15, 2010 and March 14, 2012. See 28 CFR 35.151 (c) (2). c) Must use the DOJ 2010 Standards, which include the 2004 ADA and ABA Accessibility Guidelines and do not contain a requirement for detectable warnings on curb ramps, on or after March 15, 2012. See 28 CFR 35.151 (c) (3). Thus, local transportation departments in Group 3 were required to provide detectable warning surfaces on curb ramps before September 15, 2010; may or may not be required to provide detectable warning surfaces on curb ramps between September 15, 2010 and March 14, 2012 depending on the accessibility standard they use (DOJ 1991 Standards or DOJ 2010 Standards); and are not required to provide detectable warning surfaces on curb ramps on or after March 15, 2012 pending the future adoption of accessibility standards for pedestrian facilities in the public right- of-way by the Department of Justice. Question 5. The Access Board seeks information on whether local transportation departments in Group 3 will continue or discontinue providing detectable warning surfaces on curb ramps in the public right-of- way pending the future adoption of accessibility standards for pedestrian facilities in the public right-of- way by the Department of Justice. • Group 4 consists of state and local transportation departments that do not comply with accessibility standards for curb ramps in the public right-of-way. The Department of Justice and Federal Highway Administration have provided guidance on accessibility standards that apply to curb ramps in the public right-of-way, including the requirement for detectable warning surfaces.31 Despite the guidance provided by the Department of Justice and the Federal Highway Administration on the accessibility standards that apply to curb ramps in the public right-of-way, there may be state and local transportation departments that do not comply with the standards. 31.See Department of Justice, "ADA Best Practices Tool Kit for State and Local Governments, Curb Ramps and Pedestrian Crossings" (May 7, 2006) at: http://www.ada.gov/pcatoolkit/toolkitmain.htm; and Federal Highway Administration, "Information on Detectable Warnings" (May 6, 2002) at: http:// www.fhwa.dot.gov/environment/bikeped/dwm.htm . 26 Public Rights -of -Way Accessibility Guidelines Question 6. Comments are requested on whether the future adoption of accessibility standards for pedestrian facilities in the public right of way by the Department of Justice and Department of Transportation in regulations implementing Title II of the Americans with Disabilities Act and Section 504 will have a positive or negative effect, or no effect on the compliance rates of state and local transportation departments, particularly with respect to providing detectable warning surfaces on curb ramps. Question 7. The Access Board seeks information on the number of curb ramps that are constructed or altered on an annual basis in the public right-of-way by state and local transportation departments. Costs to Provide Detectable Warning Surfaces on Curb Ramps Detectable warning surfaces are available in a variety of materials. The Volpe Center gathered data from local transportation departments and vendors on various detectable warning materials and estimated the costs of 8 square feet of the materials for a typical curb ramp as shown in the table below. The estimates do not include installation costs. Detectable Warning Surfaces Materials Costs for Typical Curb Ramp Concrete pavers $48 to $80 Brick pavers $128 Polymer and composite materials $120 to $200 Stainless steel or cast iron products $240 Question 8. The Access Board seeks additional information on the costs for detectable warning materials (8 square feet) and installation of the materials on a typical curb ramp. Detectable Warning Surfaces on Boarding Platforms Used by Buses and Rail Vehicles, and Boarding and Alighting Areas Used by Rail Vehicles The 1991 ADAAG and 2004 ADA and ABA Accessibility Guidelines contain a requirement for detectable warning surfaces on rail platforms.32 The proposed guidelines adapt this requirement to transit stops in the public right-of-way, and require detectable warning surfaces on boarding platforms at transit stops for buses and rail vehicles (i.e., raised platforms used for level boarding by bus rapid transit systems and light rail systems) and at boarding and alighting areas at sidewalk or street level transit stops for rail vehicles. Detectable warning surfaces are not required where the edges of the boarding platform or the boarding and alighting areas facing the rail vehicles are protected by screens or guards. Durability and Maintenance of Detectable Warning Surfaces Transportation officials who commented on the 2002 draft guidelines expressed concern about the durability and maintenance of detectable warning surfaces. The National Cooperative Highway 32.See 1991 ADAAG, 10.3.1 (8); and 2004 ADA and ABA Accessibility Guidelines, 810.5.2. 27 Public Rights -of -Way Accessibility Guidelines: Preamble Research Program (NCHRP) has conducted two studies on the durability and maintenance of detectable warning surfaces. The first study was completed in 2005 and reviewed performance information submitted by state and local transportation departments.33 The performance information was limited in terms of the products reviewed and time period of review (about 2 years). The study noted that there were new promising detectable warning products on the market, and recommended that test methods be developed for evaluating the long-term performance and durability of the products. The second study was completed in 2010 and recommended procedures for testing and evaluating detectable warning products.34 The test methods can be used by state and local transportation departments to select detectable warning products that will provide long-term performance and durability under different environmental conditions. Many state and local transportation departments have evaluated and approved detectable warning products that are suited to their environments. R209 Accessible Pedestrian Signals and Pedestrian Pushbuttons An accessible pedestrian signal and pedestrian pushbutton is an integrated device that communicates information about the WALK and DON'T WALK intervals at signalized intersections in non -visual formats (i.e., audible tones and vibrotactile surfaces) to pedestrians who are blind or have low vision. The pedestrian pushbutton has a locator tone for detecting the device and a tactile arrow to indicate which pedestrian street crossing is served by the device. The MUTCD contains standards for accessible pedestrian signals and pedestrian pushbuttons, but does not require that they be provided. The proposed guidelines require accessible pedestrian signals and pedestrian pushbuttons to be provided when new pedestrian signals are installed. For existing pedestrian signals, the proposed guidelines require accessible pedestrian signals and pedestrian pushbuttons to be provided when the signal controller and software are altered, or the signal head is replaced. Accessible pedestrian signals and pedestrian pushbuttons must comply with the referenced standards in the MUTCD and the technical requirements for operable parts in Chapter R4. Technical assistance and training on the installation of accessible pedestrian signals and pedestrian pushbuttons is available from the Access Board and transportation industry professional associations.35 Comments from Individuals Who Are Blind or Have Low Vision The National Federation of the Blind was a member of the advisory committee that recommended the proposed guidelines, but filed a minority report recommending that state and local governments consult with the local blind community to determine whether to provide accessible pedestrian signals and 33. "Synthesis of Maintenance and Durability Information for Detectable Warnings on Sidewalks" March 2005 at: http://maintenance.transportation.org/Documents/DetectableWarning20-7%28177%29.pdf. 34. "Procedures for Testing and Evaluating Detectable Warning Systems" March 2010 at: http://online- pubs.trb.org/onlinepubs/nchrp/nchrp rpt 670.pdf. 35.Technical assistance and training on the installation of accessible pedestrian signals are available on the following websites: Access Board at: http://www.access-board.gov/research/pedestrian-signals/bulletin.htm; Accessible Design for the Blind: http://www.accessforblind.org/aps_abt.html; Institute of Transportation Engineers at: http://www.ite.org/education/olg.asp; National Highway Cooperative Research Program at: http://www.apsguide.org/; and Transportation Research Board at: http://www.trb.org/Main/Public/Blurbs/159938.aspx. 28 Public Rights -of -Way Accessibility Guidelines pushbuttons on an intersection -by -intersection basis. Comments on the 2002 draft guidelines from individuals who identified themselves as blind or having low vision supported providing accessible pedestrian signals and pushbuttons at each signalized intersection where pedestrian signals are newly installed or replaced by a margin of 2:1. Governmental Units Affected The Transportation Equity Act for the 21 st Century (TEA-21) directed that audible traffic signals be included in transportation plans and projects where appropriate. See 23 U.S.C. 217 (g). Some state and local transportation departments currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections. The requirement in the proposed guidelines for accessible pedestrian signals and pedestrian pushbuttons will have impacts on state and local transportation departments that do not currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections. Question 9. The Access Board seeks information on how many state and local transportation departments currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections. Costs to Provide Accessible Pedestrian Signals and Pedestrian Pushbuttons The Volpe Center estimated the additional cost for an accessible pedestrian pushbutton compared to conventional pushbutton is $350 per unit. For a typical intersection with four crosswalks, two accessible pedestrian pushbuttons would be required at each corner for a total of eight units per intersection and a total additional cost of $2,800 for the eight units. The cost of the units is expected to decrease as a result of the proposed guidelines due to greater standardization of customer requirements and increased orders. The total additional cost to provide accessible pedestrian signals and pedestrian pushbuttons, including labor and other equipment such as stub poles and conduit, will vary by location. The Volpe Center estimated that the total additional costs are $3,600 per intersection based on a published cost study and interviews with local transportation departments. Question 10. The Access Board seeks information from state and local transportation departments that currently provide accessible pedestrian signals and pedestrian pushbuttons on the additional costs to provide the accessible pedestrian signals and pedestrian pushbuttons. The Volpe Center estimated that pedestrian signals are newly installed or replaced at 13,095 signalized intersections on an annual basis based on the following assumptions: • There are over 300,000 existing signalized intersections in the United States using a rule -of -thumb of one signalized intersection per 1,000 population.36 • There are 2,550 new signalized intersections in the United States each year based on the US Census Bureau forecast of future population growth (0.85 percent). 36. See MUTCD "Frequently Asked Questions — Part 4 — Highway Traffic Signals" at: http:// mutcd.fhwa.dot.gov/knowledge/faqs/faq part4.htm. 29 Public Rights -of -Way Accessibility Guidelines: Preamble • Ninety (90) percent of new and existing signalized intersections in the United States provide pedestrian signals. • The life cycle or replacement rate for existing pedestrian signals is 25 years. The Volpe Center estimated that the total annual costs are $47 million for requiring accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections. Question 11. Comments are requested on the assumptions used to estimate the total annual costs for requiring accessible pedestrian signals and pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections. R210 Protruding Objects Objects that protrude into pedestrian circulation paths can be hazardous for pedestrians, especially pedestrians who are blind or have low vision. Objects along or overhanging any portion of a pedestrian circulation path must comply with the technical requirements for protruding objects in Chapter R4. Objects also must not reduce the clear width required for pedestrian access routes. An advisory section provides examples of street furniture and other objects that must comply with these requirements, and notes that the AASHTO "Guide for the Planning, Design, and Operation of Pedestrian Facilities" recommends that local governments regulate the use of sidewalks by private entities for activities such as outdoor dining, vending carts and stands, and street fairs under an encroachment permit process that addresses accessibility, including protruding objects and maintaining the clear width of pedestrian access routes. R211 Signs Signs that provide directions, warnings, or other information for pedestrians only and signs that identify routes served by transit stops must comply with the technical requirements for visual characters in Chapter R4. An advisory section provides examples of signs that are required and are not required to comply with the technical requirements for visual characters in Chapter R4. Signs displaying the International Symbol of Accessibility must be provided at accessible parking spaces and accessible passenger loading zones. The 2004 ADA and ABA Accessibility Guidelines contain similar requirements for transit signs (see 810.4 and 810.6). In the 2004 ADA and ABA Accessibility Guidelines, characters on bus route signs must comply with the technical requirements for character height "to the maximum extent practicable."37 The phrase "to the maximum extent practicable" was intended to provide flexibility where there are restrictions on the size of signs. A similar provision is not included in the proposed guidelines because it is almost always practicable to comply with the technical requirements for character height. 37.The 2004 ADA and ABA Accessibility Guidelines also do not require bus route signs to comply with the technical requirements for minimum height above the ground and line spacing (see 703.5.6, 703.5.9, and 810.4). 30 Public Rights -of -Way Accessibility Guidelines Audible sign systems and other technologies are widely used today to transmit information and are more usable by pedestrians who are blind or have low vision.38 Where audible sign systems and other technologies are used to transmit information equivalent to the information contained on signs, the signs are not required to comply with the technical requirements for visual characters in Chapter R4. Question 12. The Access Board seeks information on technologies that are currently used or are under development to transmit information that is equivalent to the information contained on pedestrian signs and transit signs provided in the public right-of-way. R212 Street Furniture Drinking fountains, public toilet facilities, tables, and counters must comply with applicable requirements in the 2004 ADA and ABA Accessibility Guidelines. Where multiple single -user public toilet facilities are clustered at a single location, at least 5 percent, but no less than one, of the toilet facilities in each cluster must be accessible and identified by the International Symbol of Accessibility. At least 50 percent, but no less than one, of benches at each location must provide a clear space for a wheelchair adjacent to the bench. Benches at tables are not required to comply. R213 Transit Stops and Transit Shelters Transit stops and transit shelters must comply with the technical requirements for transit stops and transit shelters in Chapter R3. Transit stops in the public right-of-way typically serve fixed route bus systems, including bus rapid transit systems, and light rail transit systems. An advisory section notes that the Federal Highway Administration has issued guidance on the obligation of state and local transportation departments, metropolitan planning organizations, and transit agencies to coordinate the planning and funding of accessibility improvements to transit systems and facilities. R214 On -Street Parking Spaces Where on -street parking is provided on the block perimeter and the parking is marked or metered, a minimum number of parking spaces must be accessible and comply with the technical requirements for parking spaces in Chapter R3. For every 25 parking spaces on the block perimeter up to 100 spaces, one parking space must be accessible. For every additional 50 parking spaces on the block perimeter between 101 and 200 spaces, an additional parking space must be accessible. Where more than 200 parking spaces are provided on the block perimeter, 4 percent of the parking spaces must be accessible. Metered parking includes parking metered by parking pay stations. Where parking is metered by parking pay stations and the parking is not marked, each 6.1 meters (20 feet) of the block perimeter where parking is permitted is counted as one parking space for determining the minimum number of accessible parking spaces. R215 Passenger Loading Zones 38.The ANSI approved standard "ICC A117.1-2009: Accessible and Usable Buildings and Facilities" includes technical requirements for remote infrared audible sign systems (see 703.8). 31 Public Rights -of -Way Accessibility Guidelines: Preamble Where passenger loading zones are provided, at least one passenger loading zone for each 30 meters (100 feet) of continuous loading zone space or fraction thereof must be accessible and comply with the technical requirements for passenger loading zones in Chapter R3. R216 Stairways and Escalators Stairways on pedestrian circulation paths must comply with technical requirements for stairways in Chapter R4. Escalators on pedestrian circulation paths must comply with the applicable technical requirements in the 2004 ADA and ABA Accessibility Guidelines. Stairways and escalators cannot be part of a pedestrian access route. R217 Handrails Handrails are not required on pedestrian circulation paths. However, if handrails are provided on pedestrian circulation paths, the handrails must comply with the technical requirements for handrails in Chapter R4. R218 Doors, Doorways, and Gates Doors, doorways, and gates to pedestrian facilities such as transit shelters must comply with applicable technical requirements in the 2004 ADA and ABA Accessibility Guidelines. Chapter R3: Technical Requirements Technical requirements specify what design criteria elements, spaces, and facilities must comply with in order to be considered accessible. R301 General The technical requirements in Chapter R3 apply where required by the scoping requirements in Chapter R2, or where referenced by another technical requirement in Chapters R3 or R4. R302 Pedestrian Access Routes General (R302.1) The technical requirements for pedestrian access routes are contained in R302, and adapt the technical requirements for accessible routes in the 2004 ADA and ABA Accessibility Guidelines to the public right- of-way. In alterations where existing physical constraints make it impractical to fully comply with the technical requirements, compliance is required to the extent practicable within the scope of the project (see R202.3.1). Components (R302.2) The components of pedestrian access routes and the technical requirements for each component are listed in R302.2. Sidewalks and other pedestrian circulation paths, pedestrian street crossings, and pedestrian overpasses and underpasses and similar structures must comply with all the technical 32 Public Rights -of -Way Accessibility Guidelines requirements in R302.3 through R302.7. Curb ramps and blended transitions must comply with the technical requirements in R302.7 and R304. Ramps must comply with the technical requirements in R407. Elevators, limited use/limited application elevators, platform lifts, and doors, doorways, and gates must comply with applicable technical requirements in the 2004 ADA and ABA Accessibility Guidelines. Continuous Width (R302.3) The continuous clear width of pedestrian access routes (exclusive of the width of the curb) must be 1.2 meters (4 feet) minimum, except for medians and pedestrian refuge islands where the clear width must be 1.5 meters (5 feet) minimum in order to allow for passing space. The AASHTO "Guide for the Planning, Design, and Operation of Pedestrian Facilities" recommends that sidewalks be wider than 1.2 meters (4 feet), particularly in urban areas. Where sidewalks are wider than 1.2 meters (4 feet), only a portion of the sidewalk is required to comply with the technical requirements in R302.3 through R302.7. The advisory committee recommended a minimum width of 1.5 meters (5 feet) for pedestrian access routes. The proposed guidelines specify a minimum width of 1.2 meters (4 feet) in order to allow for street furniture and other objects that may be located on sidewalks. R210 prohibits street furniture and other objects from reducing the clear width required for pedestrian access routes. A minimum width of 1.2 meters (4 feet) will accommodate turns at intersections and building entrances. Advisory information recommends additional maneuvering clearance at turns or changes in direction, recesses and alcoves, building entrances, and along curved or angled routes, particularly where the grade exceeds 5 percent. Passing Spaces (R302.4) Where the clear width of pedestrian access routes is less than 1.5 meters (5 feet), passing spaces must be provided at intervals of 61 meters (200 feet) maximum. Passing spaces must be 1.5 meters (5 feet) minimum by 1.5 meters (5 feet) minimum. Passing spaces are permitted to overlap pedestrian access routes. Grade (R302.5) Grade is the slope parallel to the direction of pedestrian travel. Grade is calculated by dividing the vertical change in elevation by the horizontal distance covered, and is expressed as a percent. Where pedestrian access routes are contained within a street or highway right-of-way, the grade of the pedestrian access route is permitted to equal the general grade established for the adjacent street or highway, except that where pedestrian access routes are contained within pedestrian street crossings a maximum grade of 5 percent is required. This is consistent with the AASHTO "Policy on Geometric Design of Highways and Streets" which recommends that the sidewalk grade follow the grade of adjacent roadways, and also recommends maximum cross slopes for roadways. Where pedestrian access routes are not contained within a street or highway right-of-way, a maximum grade of 5 percent is required. Cross Slope (R302.6) Cross slope is the slope perpendicular to the direction of pedestrian travel (see R105.5). On a sidewalk, cross slope is measured perpendicular to the curb line or edge of the street or highway. Cross slope 33 Public Rights -of -Way Accessibility Guidelines: Preamble impedes travel by pedestrians who use wheeled mobility devices since energy must be expended to counteract the perpendicular force of the cross slope. Cross slope makes it more difficult for pedestrians who use wheelchairs to travel on uphill slopes and to maintain balance and control on downhill slopes. Cross slope also negatively affects pedestrians who use braces, lower limb prostheses, crutches, or walkers, as well as pedestrians who have gait, balance, or stamina impairments. The maximum cross slope permitted on accessible routes in the 2004 ADA and ABA Accessibility Guidelines is 2 percent. In exterior environments, a maximum cross slope of 2 percent is generally accepted as adequate to allow water to drain off paved walking surfaces. A maximum cross slope of 2 percent is specified for pedestrian access routes, except for pedestrian access routes contained within certain pedestrian street crossings in order to allow for typical roadway geometry. A 5 percent maximum cross slope is specified for pedestrian access routes contained within pedestrian street crossings without yield or stop control to avoid any unintended negative impacts on the control and safety of vehicles, their occupants, and pedestrians in the vicinity of the intersection. Pedestrian street crossings without yield or stop control are crossings where there is no yield or stop sign, or where there is a traffic signal that is designed for the green phase. At pedestrian street crossings without yield or stop control vehicles can proceed through the intersection without slowing or stopping. The cross slope of pedestrian access routes contained within midblock pedestrian street crossings is permitted to equal the street or highway grade. Question 13. Comments are requested on whether the description of pedestrian street crossings without yield or stop control is clear, or whether there is a better way to describe such crossings? In new construction, where pedestrian access routes within sidewalks intersect at corners, the 2 percent maximum cross slope requirement will result in level corners (i.e., the slope at the corners will not exceed 2 percent in each direction of pedestrian travel). The level corners will provide a platform for providing level spaces for curb ramps and blended transitions, pedestrian street crossings, and accessible pedestrian signals and pedestrian pushbuttons. Newly Constructed Tabled Intersections That Contain Pedestrian Street Crossings With Yield or Stop Control The 2 percent maximum cross slope requirement applies to pedestrian access routes within pedestrian street crossings with yield or stop control where vehicles slow or stop before proceeding through the intersection. The cross slope of the pedestrian access route within the pedestrian street crossing is the longitudinal grade of the street being crossed, and the 2 percent maximum cross slope requirement will impact the vertical alignment of streets in the vicinity of the intersection. In new construction, street intersections in hilly urban areas are typically cut -and filled to produce relative flat or tabled intersections. Where pedestrian street crossings with yield or stop control are provided at newly constructed tabled intersections, the tabling would be extended to the pedestrian street crossings to comply with the 2 percent maximum cross slope for pedestrian access routes within the pedestrian street crossings. Question 14. The Access Board seeks information on the current design policies and practices of state and local transportation departments with respect to tabling newly constructed intersections in hilly urban areas, and particularly whether the tabling is extended to pedestrian street crossings with yield or stop control. 34 Public Rights -of -Way Accessibility Guidelines In new construction, extending the tabling of intersections to pedestrian street crossings with yield or stop control involves additional costs for site preparation, grading, and earthwork. The Volpe Center roughly estimated the additional costs to extend the tabling to pedestrian street crossings with yield or stop control to be $60,000 per intersection based on information provided by a transportation official to the Access Board. The costs will vary by site. Question 15. The Access Board seeks information on the additional costs to extend the tabling of newly constructed intersections in hilly urban areas to pedestrian street crossings with yield or stop control. Question 16. The Access Board seeks information on number of tabled intersections which contain pedestrian street crossings with yield or stop control that are newly constructed in hilly urban areas on an annual basis by state and local transportation departments. Surfaces (R302.7) The proposed technical requirements for surfaces apply to pedestrian access routes, including curb ramps and blended transitions, and accessible elements and spaces that connect to pedestrian access routes. An advisory section lists the accessible elements and spaces that connect to pedestrian access routes and are required to comply with the technical requirements for surfaces. The surfaces of pedestrian access routes and the surfaces at accessible elements and spaces that connect to pedestrian access routes must be firm, stable, and slip resistant. Vertical alignment of surfaces within pedestrian access routes (including curb ramp runs, blended transitions, turning spaces, and gutter areas within pedestrian access routes) and within the surfaces at accessible elements and spaces that connect to pedestrian access routes must be generally planar. Grade breaks (i.e., the line where two surface planes with different grades meet, see R105.5) must be flush. Where pedestrian access routes cross rails at grade, the pedestrian access route must be level and flush with the top of the rail at the outer edges of the rails, and the surfaces between the rails must be aligned with the top of the rail. Vertical surface discontinuities (i.e., vertical difference in level between two adjacent surfaces, see R105.5) must be 13 millimeters (0.5 inch) maximum. Vertical surface discontinuities between 6.4 millimeters (0.25 inch) and 13 millimeters (0.5 inch) must be beveled with a slope not steeper than 50 percent, and the bevel must be applied across the entire vertical surface discontinuity. Horizontal openings in gratings and joints must not permit the passage of a sphere more than 13 millimeters (0.5 inch) in diameter. Elongated openings in gratings must be placed so that the long dimension is perpendicular to the dominant direction of travel. Flangeway gaps at pedestrian at -grade rail crossings must be 64 millimeters (2.5 inches) maximum on non -freight rail track, and 75 millimeters (3 inches) maximum on freight rail track. These are the typical gaps required to allow passage of train wheel flanges. The flangeway gaps are wider than the maximum gap allowed for horizontal openings in other surfaces. These wider flangeway gaps pose a potential safety hazard to pedestrians who use wheelchairs because the gap can entrap the wheelchair casters.39 The Federal Railroad Administration is sponsoring research to develop materials or devices that will fill the flangeway gap under light loads of a wheelchair but will compress or retract when a train wheel 35 Public Rights -of -Way Accessibility Guidelines: Preamble flange passes over it.40 The materials or devices will be tested under heavy and light train loads for safety, effectiveness, durability, and cost. Question 17. The Access Board seeks information on materials and devices that fill the flangeway gap, and any related research and sources of expertise. R303 Alternate Pedestrian Access Routes (See R205) In the 2005 draft of the proposed guidelines, the technical requirements for alternate pedestrian access routes were contained in Chapter R3. The proposed guidelines reference MUTCD standards for alternate pedestrian access routes in the scoping requirements at R205. This section heading is included in Chapter R3 of the proposed guidelines to notify readers who were familiar with the 2005 draft of the proposed guidelines where to find the requirements for alternate pedestrian access routes. This section heading will not be included in the final guidelines. R304 Curb Ramps and Blended Transitions General (R304.1) Curb ramps are ramps that are cut through or built up to the curb (see R105.5). Curb ramps can be perpendicular or parallel, or a combination of parallel and perpendicular ramps. Blended transitions are raised pedestrian street crossings, depressed corners, or similar connections between the pedestrian access route at the level of the sidewalk and the level of the pedestrian street crossing that have a grade of 5 percent or less (see R105.5). The technical requirements for curb ramps and blended transitions are contained in R304 and adapt the technical requirements for curb ramps in the 2004 ADA and ABA Accessibility Guidelines to the public right-of-way. In alterations where existing physical constraints make it impractical to fully comply with the technical requirements, compliance is required to the extent practicable within the scope of the project (see R202.3.1). Perpendicular Curb Ramps (R304.2) 39.For additional information on the potential safety hazard of flangeway gaps, see "Wheelchair Safety at Rail Level Crossings, International Review Working Paper" (2003) at http://www.transport.vic.gov.au/ DOI/DOIEIect.nsf/ $UNIDS+for+Web+Display/43D9BDF138FFE9F9CA256D630011A607/$FILE/ Rail Crossing_Disability_Access-International Review.pdf ; and "Rail Crossing Disability Access Kit" (2003) available at: http://www.transport.vic.gov.au/DOI/DOIElect.nsf/$UNIDS+for+Web+Display/ E995EA3FEB44F07CCA256D630011 AD71 /$FI LE/Rail_Crossing_Disability_Access-Toolkit. pdf. 40.For announcement of award of research contact in 2010, see http://www.volpe.dot.gov/sbir/ ph1 recl0.html and http://www.integran.com/news/ IT%20USA%20DOT%20Flangeway%20Gap%20SBIR%20-%20100323.pdf. The Transportation Research Board has also developed research need statements for reducing flangeway gaps at railroad crossings. See "Wheelchairs Crossing Flangeway Gaps at Railroad Crossings" (2007); and "Reducing Flangeway Gaps at Railroad Crossings to Better Accommodate Pedestrians" (2008). The research need statements are available at: http://rns.trb.org/dproject.asp?n=13462 and http://rns.trb.org/dpro- ject.asp?n=17644. 36 Public Rights -of -Way Accessibility Guidelines Perpendicular curb ramps have a running slope that cuts through or is built up to the curb at right angles or meets the gutter grade break at right angles where the curb is curved. On corners with a large curb radius, it will be necessary to indent the gutter grade break on one side of the curb ramp in order for the curb ramp to meet the gutter grade break at right angles. A turning space must be provided at the top of perpendicular curb ramps. The turning space must be 1.2 meters (4 feet) minimum by 1.2 meters (4 feet) minimum, and is permitted to overlap other turning spaces and clear spaces. Where the turning space is constrained at the back of the sidewalk, the turning space must be 1.2 meters (4 feet) minimum by 1.5 meters (5 feet) minimum, with the 1.5 meters (5 feet) dimension provided in the direction of the ramp run. A minimum running slope of 5 percent and a maximum running slope of 8.3 percent are specified for perpendicular curb ramps, and the ramp length is limited to 4.5 meters (15 feet). A maximum running slope of 2 percent is specified for the turning space at the top of the curb ramp. The running slope is measured parallel to the direction of pedestrian travel. A maximum slope of 10 percent is specified for the flared sides of perpendicular curb ramps where a pedestrian circulation path crosses the curb ramp. The flared sides are part of the pedestrian circulation path, but are not part of the pedestrian access route. The slope of the flared sides is measured parallel to the curb line. The 10 percent maximum slope for the flared sides is the same as in the 2004 ADA and ABA Accessibility Guidelines (see 403.6). Transportation officials have reported that the 10 percent maximum slope for the flared sides can make it difficult to provide two perpendicular curb ramps at some street corners due to the width of the flared sides at the base of the curb ramp. The Access Board is considering increasing the maximum slope for the flared sides to 12.5 percent or 16.7 percent to address this issue. Question 18. Comments are requested on whether the maximum slope for the flared sides of perpendicular curb ramps should be increased from 10 percent to 12.5 percent or 16.7 percent, and what impact such a change would have on providing two perpendicular curb ramps at street corners. Comments are also requested on any public safety issues that may arise from increasing the maximum slope for the flared sides from 10 percent to 12.5 percent or 16.7 percent. Parallel Curb Ramps (R304.3) Parallel curb ramps have a running slope that is in -line with the direction of sidewalk travel and lower the sidewalk to a level turning space where a turn is made to enter the pedestrian street crossing. A turning space must be provided at the bottom of parallel curb ramps. The turning space must be 1.2 meters (4 feet) minimum by 1.2 meters (4 feet) minimum, and is permitted to overlap other turning spaces and clear spaces. Where the turning space is constrained on two or more sides, the turning space must be 1.2 meters (4 feet) minimum by 1.5 meters (5 feet) minimum, with the 1.5 meters (5 feet) dimension provided in the direction of the pedestrian street crossing. A minimum running slope of 5 percent and a maximum running slope of 8.3 percent are specified for parallel curb ramps, and the ramp length is limited to 4.5 meters (15 feet). A maximum running slope of 37 Public Rights -of -Way Accessibility Guidelines: Preamble 2 percent is specified for the turning space at the bottom of the curb ramp. The running slope is measured parallel to the direction of pedestrian travel. Blended Transitions (R304.4) A maximum running slope of 5 percent is specified for blended transitions. The running slope is measured parallel to the direction of pedestrian travel. Common Requirements (R304.5) The clear width of curb ramp runs (excluding flared sides), blended transitions, and turning spaces must be 1.2 meters (4 feet) minimum. Grade breaks at the top and bottom of curb ramp runs must be perpendicular to the direction of the ramp run. Grade breaks are not permitted on the surface of ramp runs and turning spaces. Surface slopes that meet at grade breaks must be flush. A maximum cross slope of 2 percent is specified for curb ramps, blended transitions, and turning spaces. At pedestrian street crossings without yield or stop control and at midblock pedestrian street crossings, the cross slope is permitted to equal the street or highway grade. The cross slope is measured perpendicular to the direction of pedestrian travel. A maximum counter slope of 5 percent is specified for the gutter or street at the foot of curb ramp runs, blended transitions, and turning spaces. A clear space must be provided beyond the bottom of the grade break that is within the width of the pedestrian street crossing and wholly outside the parallel vehicle traffic lane. The clear space must be 1.2 meters (4 feet) minimum by 1.2 meters (4 feet) minimum. R305 Detectable Warning Surfaces Detectable warning surfaces consist of truncated domes aligned in a square or radial grid pattern. The dimensions for dome size and dome spacing are the same as in the 2004 ADA and ABA Accessibility Guidelines. The detectable warning surfaces must contrast visually with adjacent gutter, street or highway, or pedestrian access route surface, either light -on -dark or dark -on -light. The detectable warning surfaces must extend 610 millimeters (2 feet) minimum in the direction of pedestrian travel. At curb ramps and blended transitions, detectable warning surfaces must extend the full width of the ramp run (excluding flared sides), blended transition, or turning space. At pedestrian at -grade rail crossings not located within a street or highway, detectable warning surfaces must extend the full width of the crossing. At boarding platforms for buses and rail vehicles, detectable warning surfaces must extend the full length of the public use areas of the platform. At boarding and alighting areas at sidewalk or street level transit stops for rail vehicles, detectable warning surfaces must extend the full length of the transit stop. The proposed technical requirements specify where detectable warning surfaces must be placed on perpendicular curb ramps, parallel cub ramps, blended transitions, pedestrian refuge islands, pedestrian at -grade rail crossings, boarding platforms for buses and rail vehicles, and boarding and alighting areas at sidewalk or street level transit stops for rail vehicles. R306 Pedestrian Street Crossings The technical requirements in R306 address pedestrian signal phase timing and pedestrian street crossings at roundabouts and multi -lane channelized turn lanes. 38 Public Rights -of -Way Accessibility Guidelines Pedestrian Signal Phase Timing Pedestrian signal phase timing must comply with referenced MUTCD standards and use a pedestrian clearance time that is calculated based on pedestrian walking speed of 1.1 meters/second (3.5 feet/ second) or less. Roundabouts A roundabout is a circular intersection with yield control at entry, which permits a vehicle on the circulatory roadway to proceed, and with deflection of the approaching vehicle counter -clockwise around a central island (MUTCD section 1A.13). Pedestrian street crossings at roundabouts can be difficult for pedestrians who are blind or have low vision to identify because the crossings are located off to the side of the pedestrian circulation path around the street or highway. Where sidewalks are flush against the curb at roundabouts and pedestrian street crossing is not intended, a continuous and detectable edge treatment must be provided along the street side of the sidewalk at roundabouts. Detectable warning surfaces must not be used for edge treatment. Where chains, fencing, or railings are used for edge protection, the bottom edge of the treatment must be 380 millimeters (15 inches) maximum above the sidewalk to be detectable by cane. The continuous traffic flow at roundabouts removes many of the audible cues that pedestrians who are blind use to navigate pedestrian street crossings. At roundabouts with multi -lane pedestrian street crossings, a pedestrian activated signal must be provided for each multilane segment of each crossing, including the splitter island (i.e., median island used to separate opposing directions of traffic entering and exiting a roundabout, MUTCD section 1A.13). Transportation officials who commented on the 2002 draft guidelines expressed concern that signalization of roundabouts would interfere with the flow of traffic at roundabout intersections. Pedestrian Hybrid Beacons can be used at roundabouts. See MUTCD sections 4F.01 through 4F.03. Pedestrian Hybrid Beacons are traffic signals that consist of a yellow signal centered below two horizontally aligned red signals. The signals are normally dark (i.e., not illuminated). The signals are initiated only upon pedestrian activation and can be timed to minimize the interruption of traffic. The signals cease operation after the pedestrian clears the crosswalk. When activated by a pedestrian, the following signals are displayed to drivers: a flashing yellow signal, then a steady yellow signal, then two steady red signals during the pedestrian walk interval, and then alternating flashing red signals during the pedestrian clearance interval. The following signals are displayed to pedestrians: a steady upraised hand (symbolizing DON'T WALK) when the flashing or steady yellow signal is operating, then a walking person (symbolizing WALK) when the steady red signals are operating, and then a flashing upraised hand (symbolizing DON'T WALK) when the alternating flashing red signals are operating. Transportation officials may request permission from the Federal Highway Administration to experiment with alternative signals at roundabouts (see MUTCD section 1A.10).41 41. The Federal Highway Administration has granted interim approval to Rectangular Flashing Rapid Bea- cons, which can be used at roundabouts. However, Rectangular Flashing Rapid Beacons do not pro- vide positive indication to drivers to stop and positive indication to pedestrians that the walk interval has been actuated. Rectangular Flashing Rapid Beacons do not meet MUTCD standards for accessible pedestrian signals and pedestrian pushbuttons. 39 Public Rights -of -Way Accessibility Guidelines: Preamble Multi -Lane Channelized Turn Lanes Pedestrian activated signals must be provided at pedestrian street crossings at multi -lane channelized turn lanes at roundabouts and other signalized intersections. The pedestrian activated signals must comply with MUTCD standards for accessible pedestrian signals and pedestrian pushbuttons. Governmental Units Affected The requirement for pedestrian activated signals at roundabouts with multi -lane pedestrian street crossings will affect state and local transportation departments that construct new roundabouts with multi -lane pedestrian street crossings. The Volpe Center estimated that state and local transportation departments construct 27 new roundabouts with multi -lane pedestrian street crossings on an annual basis. 42 Costs to Provide Pedestrian Activated Signals at Roundabouts with Multi -Lane Pedestrian Street Crossings The Volpe Center estimated the cost to provide pedestrian activated signals at new roundabouts with multi -lane pedestrian street crossings to range from $90,000 to $230,000 per roundabout, and the total annual costs for requiring pedestrian activated signals at new roundabouts with multi -lane pedestrian street crossings to range from $2.4 million to $6.2 million. Question 19. The Access Board seeks additional information on the number of roundabouts with multi- lane pedestrian street crossings that are newly constructed on an annual basis by state and local transportation departments, and the costs to provide pedestrian activated signals at newly constructed roundabouts with multi -lane pedestrian street crossings. R307 Accessible Pedestrian Signals and Pedestrian Pushbuttons (See R209) In the 2005 draft of the proposed guidelines, the technical requirements for accessible pedestrian signals and pedestrian pushbuttons were contained in Chapter R3. The proposed guidelines reference MUTCD standards for accessible pedestrian signals and pedestrian pushbuttons in the scoping requirements at R209. This section heading is included in Chapter R3 of the proposed guidelines to notify readers who were familiar with the 2005 draft of the proposed guidelines where to find the requirements for accessible pedestrian signals and pedestrian pushbuttons. This section heading will not be included in the final guidelines. R308 Transit Stops and Transit Shelters 42. The Volpe Center used the roundabout database at: http://roundabout.kittelson.com/ to estimate the number of new roundabouts with multi -lane pedestrian street crossings that are constructed on an annual basis. During the five year period between 2005 and 2009, 435 new roundabouts were con- structed, of which 117 were multi -lane. The data was adjusted for a small number of roundabouts that are listed in the database as having an "unknown" number of lanes and for roundabouts that do have any pedestrian facilities (i.e., sidewalks and pedestrian street crossings). 40 Public Rights -of -Way Accessibility Guidelines The technical requirements for transit stops and transit shelters are contained in R308 and adapt the technical requirements for transit facilities in the 2004 ADA and ABA Accessibility Guidelines to the public right-of-way. Transit Stops (R308.1) Boarding and alighting areas at sidewalk or street level transit stops must be 2.4 meters (8 feet) minimum measured perpendicular to the street or highway, and 1.5 meters (5 feet) minimum measured parallel to the street or highway. The grade of the boarding and alighting area parallel to the street or highway must be equal to street or highway grade to the extent practicable. The grade of the boarding and alighting area perpendicular to the street or highway must not exceed 2 percent. Where transit stops serve vehicles with more than one car, boarding and alighting areas serving each car must comply with these requirements. Boarding platforms at transit stops must be positioned to coordinate with vehicles to minimize the vertical and horizontal gaps. The slope of boarding platforms must not exceed 2 percent in any direction. Where boarding platforms serve vehicles operating on existing track or existing street or highway, the slope of the platform parallel to the track or street or highway is permitted to equal the grade of the track or street or highway. The surfaces of boarding and alighting areas and boarding platforms must comply with the technical requirements for surfaces (see R302.7). Boarding and alighting areas and boarding platforms must be connected to streets, sidewalks, or pedestrian circulation paths by a pedestrian access route. Transit Shelters (R308.2) Transit shelters must be connected by a pedestrian access route to boarding and alighting areas or boarding platforms. A clear space (see R404) must be provided entirely within the transit shelter. Where seating is provided within transit shelters, the clear space must be located either at the end of a seat, or not overlap the area within 460 millimeters (1.5 feet) from the front edge of the seat in order to not interfere with others using the seating. Environmental controls within transit shelters must be proximity actuated. Protruding objects within transit shelters must comply with the technical requirements for protruding objects (see R402). The Access Board is considering whether to require a turning space in transit shelters. Transit shelter designs vary. Some transit shelters are enclosed on three or four sides, with an opening for ingress and egress. The turning space would be based on the 2004 ADA and ABA Accessibility Guidelines (see 304.3).43 The turning space would be permitted to overlap the clear space within the transit shelter and 43.The 2004 ADA and ABA Accessibility Guidelines require a turning space to be either a circular space 1.5 meters (5 feet) minimum in diameter, or a T-shaped space within a square with sides 1.5 meters (5 feet) minimum where the arms and base of the T-Shaped space are 915 millimeters (3 feet) minimum. Each arm of the T-shaped space must be clear of obstructions 305 millimeters (1 foot) minimum in each direction, and the base must be clear of obstructions 610 millimeters (2 feet) minimum. A circular space is permitted to include knee and toe clearance. A T-shaped space is permitted to include knee and toe clearance only at the end of either the base or one arm. 41 Public Rights -of -Way Accessibility Guidelines: Preamble the pedestrian access route, but would not be permitted to overlap the area within 460 millimeters (1.5 feet) from the front edge of seats in the transit shelter in order to not interfere with others using the seating. The portion of the turning space that does not overlap the clear space would be permitted to be outside the transit shelter. Question 20. Comments are requested on whether a turning space should be required in transit shelters and what impact such a requirement would have on the design and placement of transit shelters? R309 On -Street Parking Spaces General (R309.1) The technical requirements for accessible on -street parking spaces are contained in R309 and adapt the technical requirements for accessible parking spaces in the 2004 ADA and ABA Accessibility Guidelines to the public right-of-way. Parallel Parking Spaces (R309.2) Where the adjacent sidewalk or available right-of-way is more than 4.3 meters (14 feet) wide, an access aisle must be provided at street level for the entire length of each accessible parallel parking space. The access aisle must be 1.5 meters (5 feet) wide minimum and connect to a pedestrian access route. The access aisle must not encroach on the vehicular travel lane and comply with the technical requirements for surfaces (see R302.7). In alterations where the street or sidewalk adjacent to the parking spaces is not altered, an access aisle is not required provided the parking spaces are located at the end of the block face. Where the adjacent sidewalk or available right-of-way is less than or equal to 4.3 meters (14 feet) wide, an access aisle is not required, but accessible parallel parking spaces must be located at the end of the block face. Perpendicular and Angled Parking Spaces (R309.3) An access aisle must be provided at street level for the entire length of each accessible perpendicular or angled parking space. The access aisle must be 2.4 meters (8 feet) wide minimum to accommodate vans with lifts, and connect to a pedestrian access route. Two accessible parking spaces are permitted to share a common access aisle. The access aisle must be marked to discourage parking in the aisle and comply with the technical requirements for surfaces (see R302.7). Curb Ramps and Blended Transitions (R309.4) Curb ramps or blended transitions must connect the access aisle serving each accessible on -street parking space to the pedestrian access route. Curb ramps are not permitted within the access aisle. Parking spaces at the end of block face can be served by curb ramps or blended transitions at the pedestrian street crossing. Detectable warning surfaces are not required on curb ramps and blended transitions that connect the access aisle to the sidewalk, including where the sidewalk is at the same 42 Public Rights -of -Way Accessibility Guidelines level as the parking spaces, unless the curb ramps and blended transitions also serve pedestrian street crossings. Parking Meters and Parking Pay Stations (R309.5) Operable parts of parking meters and parking pay stations that serve accessible on -street parking spaces must comply with technical requirements for operable parts in Chapter R4. Displays and information must be visible from a point located 1 meter (3.3 feet) maximum above the center of the clear space in front of the parking meter or parking pay station. At accessible parallel parking spaces, parking meters must be located at the head or foot of the space. R310 Passenger Loading Zones The technical requirements for accessible passenger loading zones are the same as in the 2004 ADA and ABA Accessibility Guidelines. A vehicular pull-up space 2.4 meters (8 feet) wide minimum and 6.1 meters (20 feet) long minimum must be provided at accessible passenger loading zones. An access aisle must be provided at the same level as the vehicle pull-up space. The access aisle must be 1.5 meters (5 feet) wide minimum, extend the entire length of the vehicle pull-up space, and connect to the pedestrian access route. The access aisle must be marked to discourage parking in the aisle and comply with the technical requirements for surfaces (see R302.7). Chapter R4: Supplementary Technical Requirements Chapter R4 contains supplementary technical requirements that are the same as in the 2004 ADA and ABA Accessibility Guidelines unless otherwise noted below. R401 General The supplementary technical requirements in Chapter R4 apply where required by scoping requirements in Chapter R2, or where referenced by another technical requirement in Chapters R3 or R4. R402 Protruding Objects Objects with leading edges between 685 millimeters (2.25 feet) and 2 meters (6.7 feet) above the finish surface must not protrude into pedestrian circulation paths more than 100 millimeters (4 inches). Post - mounted objects such as signs that are between 685 millimeters (2.25 feet) and 2 meters (6.7 feet) above the finish surface must not overhang pedestrian circulation paths more than 100 millimeters (4 inches) measured horizontally from the base of the post. The post base must be 64 millimeters (2.5 inches) thick minimum. Where objects are mounted between posts and the clear distance between the posts is more than 305 millimeters (1 foot), the lowest edge of the object must be 685 millimeters (2.25 feet) minimum or 2 meters (6.7 feet) maximum above the finish surface. The requirement for post - mounted objects differs from the 2004 ADA and ABA Accessibility Guidelines but is consistent with the MUTCD which requires the bottom of signs installed on the sidewalk to be 7 feet minimum above the sidewalk, and the bottom of secondary signs (i.e., signs mounted below another sign) that are lower than 7 feet above the sidewalk to project not more than 4 inches into the sidewalk (see MUTCD section 2A.18). 43 Public Rights -of -Way Accessibility Guidelines: Preamble Guardrails or other barriers to pedestrian travel must be provided where the vertical clearance on pedestrian circulation paths is less than 2 meters (6.7 feet) high. The leading edge of the guardrail or barrier must be 685 millimeters (2.25 feet) maximum above the finish surface. R403 Operable Parts An operable part is a component of an element used to insert or withdraw objects, or to activate, deactivate, or adjust the element (see R105.5). The technical requirements for operable parts apply to operable parts on accessible pedestrian signals and pedestrian pushbuttons (see R209) and parking meters and parking pay stations that serve accessible parking spaces (see R309.5). A clear space must be provided at operable parts (see R404). Operable parts must be located within the reach ranges (see R406). Operable parts must be operable with one hand and not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts must be no more than 22 newtons (5 pounds). R404 Clear Spaces Clear spaces are required at operable parts (see R403.2), including accessible pedestrian signals and pedestrian pushbuttons (see R209) and parking meters and parking pay stations that serve accessible parking spaces (see R309.5). Clear spaces are also required at benches (see R212.6) and within transit shelters (see R308.2). Clear spaces must be 760 millimeters (2.5 feet) minimum by 1220 millimeters (4 feet) minimum. Additional maneuvering space must be provided where an element is confined on all or part of three sides. Clear spaces are permitted to include knee and toe clearance and to be positioned for either forward or parallel approach to an element, unless another requirement specifies otherwise. The running slope of clear spaces is permitted to be consistent with the grade of the adjacent pedestrian access route. This requirement differs from the 2004 ADA and ABA Accessibility Guidelines which does not permit slopes steeper than 2 percent at clear spaces. A 2 percent maximum cross slope is specified for clear spaces. Clear spaces must comply with the technical requirements for surfaces (see R302.7). R405 Knee and Toe Clearance The technical requirements for knee and toe clearance apply where space beneath an element is included as part of the clear space. R406 Reach Ranges Forward and side reach ranges must be between 380 millimeters (1.25 feet) and 1220 millimeters (4 feet) above the finish surface. The requirements for reach ranges differ from the 2004 ADA and ABA Accessibility Guidelines in that forward reach over an obstruction is not permitted, and side reach over an obstruction is permitted where the depth of the obstruction between the clear space and the element is 225 millimeters (10 inches) maximum. R407 Ramps R408 Stairways R409 Handrails 44 Public Rights -of -Way Accessibility Guidelines R410 Visual Characters on Signs R411 International Symbol of Accessibility The technical requirements ramps, stairways, handrails, visual characters on signs, and the International Symbol of Accessibility are the same as in the 2004 ADA and ABA Accessibility Guidelines. Other Issues Rollability and Smoothness of Walking Surfaces Rollability refers to the ease and comfort with which pedestrians using wheelchairs and other wheeled mobility devices can travel on walking surfaces. Rough or jointed walking surfaces can cause pedestrians using wheelchairs and other wheeled mobility devices to expend extra energy or pushing effort that makes it more difficult for them to use the walking surface, and the resulting surface vibration can cause discomfort or pain that may prevent them from using the walking surface all together. There are smoothness measures for road surfaces but no similar measures for walking surfaces. The Access Board is sponsoring preliminary research that will produce a plan for a test protocol and instrumentation to measure the rollability and smoothness of walking surfaces and to establish an index of surface vibration. Question 21. The Access Board seeks information on related research and sources of expertise on measuring the rollability and smoothness of walking surfaces, including information from the medical community on the effects of surface vibration on individuals with disabilities. Shared Streets A shared street is a common space designed for use by pedestrians, bicyclists, and vehicles.44 Shared streets typically do not have curbs and delineated sidewalks. Vehicles typically travel at low speeds on shared streets. Trees, planters, parking areas, and other obstacles may be placed on shared streets to slow vehicles. Shared streets can be in a commercial area or residential area. Shared streets are difficult for pedestrians who are blind or have low vision to navigate because of the absence of curbs and clearly delineated sidewalks.45 The Pedestrian Accessibility and Movement Environment Laboratory at 44.The Pedestrian and Bicycle Information Center provides information on shared streets on its website at: http://www.walkinginfo.org/engineering/calming-street.cfm. 45.Focus groups and surveys of pedestrians who are blind or have low vision commissioned by the Guide Dogs for the Blind Association in the United Kingdom and Netherlands document the difficulties that these pedestrians have using shared streets. See "The Impact of Shared Surface Streets and Shared Use Pedestrian/Cycle Paths on the Mobility and Independence of Blind and Partially Sighted People" (2010) available at: http://gdbass.netefficiency.co.uk/fileadmin/sharedsurfaces/user/documents/ TNS Report Text version Impact of shared surface streets and shared use paths GD 2010.doc ; "Shared Surface Street Design Research Project, The Issues: Report of Focus Groups" (2006) at http:/ /community.stroud.gov.uk/ documents/23 Shared Surface Street Design Research Project.pdf ; and "Shared Surface Street Design: Report of Focus Groups Held in Holland" (2006) at http://www.alan- hunt.co/pdf/Report of Holland Focus Groups.pdf. 45 Public Rights -of -Way Accessibility Guidelines: Preamble University College London has conducted limited research on the use of tactile surfaces to delineate the space on shared streets that is to be used exclusively by pedestrians, and not vehicles.46 The tactile surfaces tested included raised truncated domes that, in the United States, are used as detectable warning surfaces on curb ramps and blended transitions to indicate the boundary between the pedestrian route and the vehicular route at pedestrian street crossings. Using detectable warning surfaces to facilitate wayfinding along shared streets would be expanding the use of such surfaces. Question 22. The Access Board seeks information on the design of shared streets in the United States, and whether tactile surfaces or other design features are used to facilitate wayfinding along shared streets. The Access Board also seeks information about other research that is planned or underway on the use of tactile surfaces or other design features to facilitate wayfinding along shared streets. Regulatory Process Matters Executive Orders 12866 and 13563 The Office of Management and Budget has reviewed this proposed rule pursuant to Executive Orders 12866 and 13563.47 The Access Board prepared a regulatory assessment of the potential costs and benefits of the proposed rule. The regulatory assessment is available on the Access Board website at: http://www.access-board.gov/prowac/index.htm, and is also available in the regulatory docket at http:// www.regulations.gov. The information in the regulatory assessment is discussed in the preamble under Impacts on State and Local Governments and under the relevant requirements in the Section -by -Section Analysis. The information in the regulatory assessment is also summarized in the tables below, As indicated in the tables below, the regulatory assessment does not include estimates of the total annual costs for two of the requirements in the proposed guidelines that will have more than minimal impacts because information is not available to estimate the costs. Questions are included in the preamble seeking additional information to assist the Board to estimate the total annual costs of these two 46."Shared Space Delineators, Are They Detectable?" (2010) available at: http://www.tap.iht.org/ objects store/201004/TfL%20Report%2020100415.pdf. See also "Testing Proposed Delineators to Demarcate Pedestrian Paths in a Shared Space Environment, Report of Design Trials Conducted at University College London" (2008) available at: http://www.hornezones.org.uk/public/downloads/news/ Exec%20Summary%20&%20Full%20Report%20of%20design%20trials%20at%2OUCL%20PAMELA% 200108.pdf. 47. Executive Orders 12866 and 13563 establish and reaffirm principles of regulation that direct federal agencies among other things to: "(1) propose or adopt a regulation only upon a reasoned determination that its benefits justify its costs (recognizing that some benefits and costs are difficult to quantify); (2) tai- lor its regulations to impose the least burden on society, consistent with obtaining regulatory objectives, taking into account, among other things, and to the extent practicable, the costs of cumulative regula- tions; (3) select, in choosing among alternative regulatory approaches, those approaches that maximize net benefits (including potential economic, environmental, public health and safety, and other advan- tages; distributive impacts; and equity); (4) to the extent feasible, specify performance objectives, rather than specifying the behavior or manner of compliance that regulated entities must adopt; and (5) identify and assess available alternatives to direct regulation, including providing economic incentives to encourage the desired behavior, such as user fees or marketable permits, or providing information upon which choices can be made by the public." Executive Order 13563, section 1 (b). 46 Public Rights -of -Way Accessibility Guidelines requirements and to refine the cost estimates for the other requirements in the proposed guidelines. Consequently, the Access Board has not determined whether the proposed guidelines are an economically significant regulatory action.48 The Access Board will analyze the information received in response to the questions in the preamble. When the final guidelines are issued, the Access Board will revise the regulatory assessment and determine whether the guidelines are an economically significant regulatory action. Baseline All state transportation departments and most local transportation departments maintain design manuals and standard drawings for improvements in the public right-of-way. The local transportation department design manuals and standard drawings are generally consistent with their state transportation department design manuals and standard drawings. State and local transportation departments use publications issued by the American Association of State and Highway Transportation Officials (AASHTO) in their design manuals and standard drawings, including the "Policy on Geometric Design of Highways and Streets" (2004) (commonly referred to as the "AASHTO Green Book") and the "Guide for the Planning, Design, and Operation of Pedestrian Facilities" (2004) which incorporate accessibility in the design of sidewalks and other pedestrian facilities.49 The Federal Highway Administration as part of its stewardship and oversight responsibilities has also worked with state transportation departments to incorporate accessibility in their design manuals and standards drawings. The Federal Highway Administration has issued guidance that the accessibility standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act and the Department of Transportation regulations implementing Section 504 are to be used to the extent feasible for the design of pedestrian facilities in the public right-of-way until new accessibility standards are adopted for these facilities. In the absence of the proposed guidelines, the regulatory assessment assumes that state and local transportation departments will use the DOJ 2010 Standards in the Department of Justice regulations implementing Title II of the Americans with Disabilities Act to the extent feasible when designing, constructing, or altering pedestrian facilities in the public right-of-way, consistent with the guidance issued by the Federal Highway Administration, as well as other applicable standards and industry practices. An analysis of the proposed guidelines compared to the DOJ 2010 Standards, other applicable standards, and industry practices is included in the appendix to the regulatory assessment. The analysis identified four requirements in the proposed guidelines that will have more than minimal impacts on state and local transportation departments. The factors used to identify whether the requirements in the proposed guidelines will have more than minimal impacts are discussed in the regulatory assessment and in the preamble under Impacts on State and Local Governments. The four requirements in the proposed guidelines that will have more than minimal impacts on state and local transportation departments are summarized in the table below, along with a description of the 48. A regulatory action is economically significant if it is anticipated to "[h]ave an annual effect on the economy of $100 million or more" or to "adversely affect in a material way the economy, a sector of the economy, productivity, competition, jobs, the environment, public health or safety, or State, local, or tribal government communities." Executive Order 12866, section 2 (f) (1). 49. See footnote 20 for additional information on the AASHTO publications and accessibility. 47 Public Rights -of -Way Accessibility Guidelines: Preamble governmental units affected by proposed requirements and questions in the preamble to the proposed guidelines that seek additional information on the governmental units affected. Requirements in Proposed Guidelines That Will Have More Than Minimal Impacts on State and Local Transportation Departments Requirement Governmental Units Affected Detectable warning surfaces required on newly constructed and altered curb ramps and blended transitions at pedestrian street crossings (R208.1 and R305) Will affect state and local transportation departments that do not currently provide detectable warning surfaces on curb ramps All state transportation departments currently specify detectable warning surfaces on curb ramps in their standard drawings; most local transportation departments maintain standard drawings that are consistent with standard drawings maintained by their state transportation departments Questions 4, 5, and 6 in preamble seek information on state and local transportation departments that do not currently provide detectable warning surfaces on curb ramps Accessible pedestrian signals and pushbuttons required when pedestrian signals newly installed or replaced at signalized intersections (R209) Will affect state and local transportation departments that do not currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections Some state and local transportation departments currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections; TEA-21 (23 U.S.C. 217 (g)) directed that audible traffic signals be included in transportation plans and projects where appropriate Question 9 in preamble seeks information on state and local transportation departments that currently provide accessible pedestrian signals and pedestrian pushbuttons when pedestrian signals are newly installed or replaced at signalized intersections 48 Public Rights -of -Way Accessibility Guidelines Requirements in Proposed Guidelines That Will Have More Than Minimal Impacts on State and Local Transportation Departments Requirement Governmental Units Affected Maximum cross slope of 2 percent required on Will affect state and local transportation pedestrian access routes, including within departments that construct new tabled pedestrian street crossings with yield or stop intersections in hilly urban areas which contain control (R204.3 and R302.6) pedestrian street crossings with yield or stop control Question 14 in preamble seeks information on the current design policies and practices of state and local transportation departments with respect to tabling newly constructed intersections in hilly urban areas, particularly with respect to extending the tabling to pedestrian street crossings with yield or stop control Pedestrian activated signals required at Will affect state and local transportation roundabouts with multi -lane pedestrian crossings departments that construct new roundabouts with (R206 and R306.3.2) multi -lane pedestrian street crossings The Access Board entered into an interagency agreement with the Volpe National Transportation Systems Center (Volpe Center) to gather data and prepare cost estimates for the regulatory assessment. The cost estimates prepared by the Volpe Center are summarized in the table below, along with questions in the preamble to the proposed guidelines that seek additional information to refine the cost estimates. 49 Public Rights -of -Way Accessibility Guidelines: Preamble Estimated Total Annual Costs for Requirements That Will Have More Than Minimal Impacts on State and Local Transportation Departments Requirement Additional Costs Per Element or Facility Due to Requirement Number of Elements or Facilities Constructed or Altered on Annual Basis Total Annual Costs for Requirement Detectable warning $48 to $240 for No information No estimate provided surfaces required on detectable warning available Total annual costs will newly constructed and materials for typical Question 7 in preamble depend on number of altered curb ramps and curb ramp seeks information on state and local blended transitions at Question 8 in preamble number of curb ramps transportation pedestrian street seeks additional that are constructed or departments that do crossings (R208.1 and information on costs for altered on an annual not currently provide R305) detectable warning basis in the public detectable warning materials and installation of the materials on typical curb ramp right-of-way surfaces on curb ramps, and number of curb ramps that they construct or alter on an annual basis Accessible pedestrian $3,600 per signalized Pedestrian signals $47 million signals and pushbuttons required intersection Question 10 in newly installed or replaced at 13,095 when pedestrian preamble seeks signalized intersections signals newly installed or replaced at signalized intersections (R209) additional information on costs for providing accessible pedestrian signals and pedestrian pushbuttons at signalized intersections on an annual basis 50 Public Rights -of -Way Accessibility Guidelines Estimated Total Annual Costs for Requirements That Will Have More Than Minimal Impacts on State and Local Transportation Departments Requirement Additional Costs Per Element or Facility Due to Requirement Number of Elements or Facilities Constructed or Altered on Annual Basis Total Annual Costs for Requirement Maximum cross slope $60,000 per tabled No information No estimate provided of 2 percent required intersection available Total annual costs will on pedestrian access Question 15 in Question 16 in depend on number of routes, including within preamble seeks preamble seeks tabled intersections pedestrian street additional information information on number which contain crossings with yield or on costs to extend of tabled intersections pedestrian street stop control (R204.3 tabling of newly which contain crossings with yield or and R302.6) constructed pedestrian street stop control that are intersections in hilly crossings with yield or newly constructed in urban areas to stop control that are hilly urban areas on an pedestrian street crossings with yield or stop control newly constructed in hilly urban areas on an annual basis annual basis Pedestrian activated $90,000 to $230,000 27 new roundabouts $2.4 million to signals required at per roundabout with multi -lane $6.2 million roundabouts with multi- Question 19 in pedestrian street lane pedestrian preamble seeks crossings constructed crossings (R206 and R306.3.2) additional information on costs to provide pedestrian activated signals at roundabouts with multi -lane pedestrian crossings on an annual basis Benefits The proposed guidelines will benefit pedestrians with disabilities. The U.S. Census Bureau reports that 54.4 million Americans, about one in five U.S. residents, reported some level of disability in 2005.5° The number of individuals with disabilities is almost equal to the combined total population of California and Florida. The U.S. Census Bureau provides this breakdown of the population of people aged 15 and older: • 27.4 million (11.9 percent) had difficulty with ambulatory activities of the lower body; 50. "Americans with Disabilities: 2005" (2008) available on the web at: http://www.census.gov/prod/ 2008pubs/p70-117.pdf. 51 Public Rights -of -Way Accessibility Guidelines: Preamble • 22.6 million people (9.8 percent) had difficulty walking a quarter of a mile; • 21.8 million (9.4 percent) had difficulty climbing a flight of stairs; • 10.2 million (4.4 percent) used a cane, crutches, or walker to assist with mobility; • 3.3 million (1.4 percent) used a wheelchair or other wheeled mobility device; and • 7.8 million (3 percent) had difficulty seeing words or letters in ordinary newspaper print, including 1.8 million who are completely unable to see. Executive Order 13563 states that to the extent permitted by law federal agencies must "propose or adopt a regulation only upon a reasoned determination that its benefits justify its costs (recognizing that some benefits and costs are difficult to quantify)" and that "where appropriate and permitted by law, each agency may consider and (discuss qualitatively) values that are difficult or impossible to quantify, including equity, human dignity, fairness, and distributive impacts." The proposed guidelines promote important societal values that are difficult or impossible to quantify. As discussed above under the Need for Rulemaking, when enacting the Americans with Disabilities Act, Congress found "the discriminatory effects of architectural, transportation, and communication barriers" to be a continuing problem that "denies people with disabilities the opportunity to compete on an equal basis and to pursue those opportunities for which our free society is justifiably famous, and costs the United States billions of dollars in unnecessary expenses resulting from dependency and nonproductivity." 42 U.S.C. 12101 (a) (5) and (9). Congress declared that "the Nation's proper goals regarding individuals with disabilities are to assure equality of opportunity, full participation, independent living, and economic self-sufficiency." 42 U.S.C. 12101 (a) (8). The proposed guidelines promote the goals declared by Congress by eliminating the discriminatory effects of architectural, transportation, and communication barriers in the design and construction of pedestrian facilities in the public right-of-way. The proposed guidelines are also important to achieving the benefits of the other parts of the Americans with Disabilities Act. As the House Report for the Americans with Disabilities Act stated, "[t]he employment, transportation, and public accommodation sections ... would be meaningless if people who use wheelchairs were not afforded the opportunity to travel on and between the streets." H.R. 485, 101st Cong., 2d Sess. 84 (1990). Question 23. Comments are requested on whether the proposed guidelines have other quantitative or qualitative benefits in addition to those discussed above. Regulatory Flexibility Act: Initial Regulatory Flexibility Analysis The impacts of the proposed guidelines on small governmental jurisdictions with a population of less than 50,000 are discussed below. This information is required by the Regulatory Flexibility Act (5 U.S.C. §603). Reasons for issuing proposed accessibility guidelines The Access Board's current accessibility guidelines, the 2004 ADA and ABA Accessibility Guidelines, were developed primarily for buildings and facilities on sites. Some of the requirements in the 2004 ADA and ABA Accessibility Guidelines can be readily applied to pedestrian facilities in the public right-of-way, but other requirements need to be adapted for pedestrian facilities in the public right-of-way. The proposed guidelines are developed specifically for pedestrian facilities in the public right-of-way and address conditions and constraints that exist in the public right-of-way. 52 Public Rights -of -Way Accessibility Guidelines Objectives of, and legal basis for, proposed accessibility guidelines The Access Board is required to issue accessibility guidelines by the Americans with Disabilities Act (42 U.S.C. §12204) and Section 502 of the Rehabilitation Act (29 U.S.C. §792) to ensure that newly constructed and altered facilities are readily accessible to and usable by pedestrians with disabilities. Small governmental jurisdictions affected by proposed accessibility guidelines The number of small governmental jurisdictions with a population less than 50,000 affected by the proposed guidelines is shown in the table below. Governmental Jurisdictions Population Less Than 50,000 County 2,178 Municipal 18,824 Town or Township 16,371 Total 37,375 Source: US Census Bureau 2002 Census of Governments prod/2003p u bs/g c021 x 1. pdf. available at: http://www.census.gov/ Almost 70 percent of municipal governments (13,038) and more than 75 percent of towns and townships (12,331) have a population of less than 2,500. Many of these small governmental jurisdictions are located in rural areas, which generally do not construct pedestrian transportation networks (e.g., sidewalks, pedestrian street crossings, and pedestrian signals). Compliance requirements The proposed accessibility guidelines address the design, construction, and alteration of pedestrian facilities in the public right-of-way, including sidewalks, pedestrian street crossings, pedestrian overpasses and underpasses, curb ramps and blended transitions at pedestrian street crossings, pedestrian signals, street furniture (i.e., drinking fountains, public toilet facilities, tables, counters, and benches), pedestrian signs, transit stops and transit shelters for buses and light rail vehicles, on -street parking that is marked or metered, and passenger loading zones. The Section -by -Section Analysis of the preamble describes the proposed accessibility guidelines. Compliance with the proposed accessibility guidelines is not mandatory until they are adopted, without or without additions and modifications, as accessibility standards by other federal agencies. There are no reporting or recordkeeping requirements. Other federal rules The Department of Justice, Department of Transportation, and General Services Administration are responsible for issuing accessibility standards that are consistent with the accessibility guidelines issued by the Access Board and are expected to conduct rulemaking to adopt the proposed guidelines, with or 53 Public Rights -of -Way Accessibility Guidelines: Preamble without additions and modifications, as accessibility standards in regulations implementing Title II of the Americans with Disabilities Act (28 CFR part 36 and 49 CFR part 37), Section 504 of the Rehabilitation Act (49 CFR part 27), and the Architectural Barriers Act (41 CFR part 102). Additional information on these laws and regulations is provided under the Statutory and Regulatory Background in the preamble to the proposed guidelines. Significant alternatives which minimize any significant economic impacts on small entities The regulatory assessment analyzes the following four requirements in the proposed guidelines that will have more than minimal impacts on state and local transportation departments: Detectable warning surfaces required on newly constructed and altered curb ramps and blended transitions at pedestrian street crossings (see R208.1 and R305). Detectable warning surfaces consist of small truncated domes that are detectable underfoot. Where curb ramps or blended transitions are provided at pedestrian street crossings, detectable warning surfaces indicate the boundary between a pedestrian route and a vehicular route for pedestrians who are blind or have low vision in place of the missing curb. • Accessible pedestrian signals and pedestrian pushbuttons required when pedestrian signals newly installed or replaced at signalized intersections (see R209). Accessible pedestrian signals and pedestrian pushbuttons communicate the information about the WALK and DON'T WALK intervals at signalized intersections in non -visual formats (i.e., audible tones and vibrotactile surfaces) to pedestrians who are blind or have low vision. Maximum cross slope of 2 percent required on pedestrian access routes, including within pedestrian street crossings with yield or stop control. Cross slope is the slope perpendicular to the direction of pedestrian travel. Cross slope impedes travel by pedestrians who use wheeled mobility devices since energy must be expended to counteract the perpendicular force of the cross slope. The 2 percent maximum cross slope required on pedestrian access routes has more than minimal impacts on the construction of new tabled intersections in hilly urban areas that contain pedestrian street crossings with yield or stop control where vehicles slow or stop before proceeding through the intersection. Pedestrian activated signals at roundabouts with multi -lane pedestrian street crossings. A roundabout is a circular intersection with yield control at entry, which permits a vehicle on the circulatory roadway to proceed, and with deflection of the approaching vehicle counter -clockwise around a central island. Pedestrian activated signals are required at roundabouts with multi -lane pedestrian street crossings to facilitate crossing by pedestrians who are blind or have low vision. Small governmental jurisdictions with a population less than 50,000 are not likely to construct roundabouts with multi -lane pedestrian street crossings and will not be affected by this requirement. There are no significant alternatives that will minimize any significant impacts of these requirements on small governmental jurisdictions and achieve the objectives of the Americans with Disabilities Act, Section 504 of the Rehabilitation Act, and the Architectural Barriers Act to eliminate the discriminatory effects of architectural, transportation, and communication barriers in the design and construction of pedestrian facilities in the public right-of-way. Executive Order 13132: Federalism 54 Public Rights -of -Way Accessibility Guidelines The proposed rule adheres to the fundamental federalism principles and policy making criteria in Executive Order 13132. The proposed rule is issued under the authority of the Americans with Disabilities Act, civil rights legislation that was enacted by Congress pursuant to its authority to enforce the Fourteenth Amendment to the U.S. Constitution and to regulate commerce. The Americans with Disabilities Act was enacted "to provide a clear and comprehensive national mandate for the elimination of discrimination against individuals with disabilities." 42 U.S.C. §12101 (b) (1). The Americans with Disabilities Act recognizes the authority of State and local governments to enact and enforce laws that "provide for greater or equal protection for the rights of individuals with disabilities than are afforded by this chapter." 42 U.S.C. §12201 (b). The proposed rule is based on the recommendations of a federal advisory committee which included representatives of state and local governments. The Access Board made drafts of the proposed rule available for public review and comment. State and local governments provided comments on the drafts of the proposed rule. Unfunded Mandates Reform Act The Unfunded Mandates Reform Act does not apply to proposed or final rules that enforce constitutional rights of individuals or enforce statutory rights that prohibit discrimination on the basis of race, color, sex, national origin, age, handicap, or disability. Since the proposed rule is issued under the Americans with Disabilities Act, which prohibits discrimination on the basis of disability, an assessment of the rule's effect on State, local, and tribal governments, and the private sector is not required by the Unfunded Mandates Reform Act. List of Subjects in 36 CFR Part 1190 Buildings and facilities, Civil rights, Individuals with disabilities, Transportation. Nancy Starnes, Chair. 55 Public Rights -of -Way Accessibility Guidelines: Preamble For the reasons stated in the preamble, the Access Board proposes to add part 1190 to title 36 of the Code of Federal Regulations to read as follows: PART 1190 —ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT- OF-WAY Sec. 1190.1 Accessibility guidelines. Appendix to part 1190 — Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way Authority: 29 U.S.C. 792 and 42 U.S.C. 12204. § 1190.1 Accessibility Guidelines. The accessibility guidelines for pedestrian facilities in the public right-of-way are set forth in the appendix to this part. When the guidelines are adopted, with or without additions and modifications, as accessibility standards in regulations issued by other federal agencies implementing the Americans with Disabilities Act, Section 504 of the Rehabilitation Act, and the Architectural Barriers Act, compliance with the accessibility standards is mandatory. A copy of the guidelines with figures is available on the Access Board website at: http://www.access-board.gov/prowac/norm.htm. Except for the International Symbol of Accessibility in Figure R411, which is included in the appendix to this part, the figures are for illustration purposes only and do not establish requirements. 56 Public Rights -of -Way Accessibility Guidelines CHAPTER R1: APPLICATION AND ADMINISTRATION R101 Purpose R101.1 General. This document contains scoping and technical requirements to ensure that facilities for pedestrian circulation and use located in the public right-of-way are readily accessible to and usable by pedestrians with disabilities. Compliance with this document is mandatory when required by regulations issued by federal agencies that include accessibility standards for the design, construction, and alteration of pedestrian facilities in the public right-of-way. Advisory R101.1 General. Sections marked as "advisory" contain advisory information related to the preceding section. Advisory sections do not establish mandatory requirements. Some advisory sections reference related mandatory requirements to alert readers about those requirements. R101.2 Effect on Existing Facilities. This document does not address existing facilities unless the facilities are included within the scope of an alteration undertaken at the discretion of a covered entity. Advisory R101.2 Effect on Existing Facilities. The Department of Justice regulations implementing Title II of the Americans with Disabilities Act contain requirements for state and local governments regarding program accessibility and existing facilities. See 28 CFR 35.150. The Department of Transportation regulations implementing Section 504 of the Rehabilitation Act also contain requirements for recipients of federal financial assistance from the Department regarding compliance planning. See 49 CFR 27.11 (c). R102 Equivalent Facilitation. The use of alternative designs, products, or technologies that result in substantially equivalent or greater accessibility and usability than the requirements in this document is permitted. R103 Conventions R103.1 Conventional Industry Tolerances. Dimensions are subject to conventional industry tolerances except where dimensions are stated as a range. Advisory R103.1 Conventional Industry Tolerances. Conventional industry tolerances include tolerances for field conditions and tolerances that may be a necessary consequence of a particular manufacturing process. Conventional industry tolerances do not apply to design work. R103.2 Calculation of Percentages. Where the required number of elements or facilities to be provided is determined by calculations of ratios or percentages and remainders or fractions result, the next greater whole number of such elements or facilities shall be provided. Where the determination of the required size or dimension of an element or facility involves ratios or percentages, rounding down for values less than one half is permitted. 57 Public Rights -of -Way Accessibility Guidelines: CHAPTER R1: APPLICATION AND ADMINISTRATION Convention Description 915 36 150 6 840-915 t 33-36 t min max > > dimension showing International System of Units (in millimeters unless otherwise specified) above the line and US custumary units (in inches unless otherwise specified) below dimension for small measurements dimension showing a range with minimum - maximum minimum maximum greater than greater than or equal to less than less than or equal to boundary of clear floor space or maneuvering clearance centerline a permitted element or its extension direction of travel or approach a highlighted element in elevation or plan location zone of element, control or feature Figure R103 Graphic Convention for Figures 58 Public Rights -of -Way Accessibility Guidelines R103.3 Units of Measurement. Measurements are stated in metric and U.S. customary units. The values stated in each system (metric and U.S. customary units) may not be exact equivalents, and each system shall be used independently of the other. Advisory R103.3 Units of Measurement. Users should work entirely within one system of measurement, either metric or U.S. customary units. Combining values from the two systems may result in non-compliance. R104 Referenced Standards R104.1 Incorporation by Reference. The specific editions of the standards listed in R104.2 are incorporated by reference in this document and are part of the requirements to the prescribed extent of each such reference. The Director of the Federal Register has approved the standards for incorporation by reference in accordance with 5 U.S.C. 552(a) and 1 CFR part 51. Copies of the referenced standards may be inspected at the Access Board, 1331 F Street, NW, Suite 1000, Washington, DC 20004; or at the National Archives and Records Administration (NARA). For information on the availability of the referenced standards at NARA, call (202) 741-6030, or go to: http://www.archives.gov/federal_ register/ code_of_federal_regulations/ibr_locations.html. R104.2 MUTCD. The portions of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), 2009 Edition, that are incorporated by reference in this document consist of definitions (see R105.2) and standard statements, as defined in section 1A.13 of the MUTCD (see R205, R209, and R306.3). Guidance, option, and support statements, as defined in section 1A.13 of the MUTCD, shall be used to assist in the interpretation of the standard statements. Where there are differences between this document and the referenced standards, this document applies. The MUTCD is available on the Federal Highway Administration website at http://mutcd.fhwa.dot.gov. Printed copies may be purchased from the American Association of State Highway and Transportation Officials, 444 N Capitol Street, NW, Washington, DC 20001 (http://www.transportation.org/). Advisory R104.2 MUTCD. MUTCD definitions and standard statements are referenced in the following sections of this document: • R105.2 references definitions in section 1A.13 of the MUTCD; • R205 references standard statements in sections 6D.01, 6D.02, 6G.05, 6F.63, 6F.68, and 6F.71 of the MUTCD for providing alternate pedestrian access routes when a pedestrian circulation path is temporarily closed; • R209 references standard statements in sections 4E.08 through 4E.13 of the MUTCD for accessible pedestrian signals and pedestrian pushbuttons; and • R306.2 references standard statements in section 4E.06 of the MUTCD for pedestrian signal phase timing. R105 Definitions R105.1 General. For the purpose of this document, the terms defined in R105.5 have the indicated meaning. 59 Public Rights -of -Way Accessibility Guidelines: CHAPTER RI: APPLICATION AND ADMINISTRATION R105.2 Terms Defined in Referenced Standards. Terms used in specific sections of the MUTCD that are incorporated by reference in this document shall have the meaning specified in section 1A.13 of the MUTCD (incorporated by reference, see R104.2). In addition, the following terms shall have the meaning specified in section 1A.13 of the MUTCD (incorporated by reference, see R104.2): highway, intersection, island, median, pedestrian, roundabout, sidewalk, splitter island, and street. R105.3 Undefined Terms. The meaning of terms not specifically defined in R105.5, the referenced standards, or regulations issued by Federal agencies that adopt this document as accessibility standards shall be as defined by collegiate dictionaries in the sense that the context implies. R105.4 Interchangeability. Words, terms, and phrases used in the singular include the plural and those used in the plural include the singular. R105.5 Defined Terms. Accessible. Describes a facility in the public right-of-way that complies with this document. Alteration. A change to a facility in the public right-of-way that affects or could affect pedestrian access, circulation, or use. Alterations include, but are not limited to, resurfacing, rehabilitation, reconstruction, historic restoration, or changes or rearrangement of structural parts or elements of a facility. Blended Transition. A raised pedestrian street crossing, depressed corner, or similar connection between the pedestrian access route at the level of the sidewalk and the level of the pedestrian street crossing that has a grade of 5 percent or less. Cross Slope. The grade that is perpendicular to the direction of pedestrian travel. Curb Line. A line at the face of the curb that marks the transition between the curb and the gutter, street, or highway. Curb Ramp. A ramp that cuts through or is built up to the curb. Curb ramps can be perpendicular or parallel, or a combination of parallel and perpendicular ramps. Element. An architectural or mechanical component of a building, facility, space, site, or public right- of-way. Facility. All or any portion of buildings, structures, improvements, elements, and pedestrian or vehicular routes located in the public right-of-way. Grade Break. The line where two surface planes with different grades meet. Operable Part. A component of an element used to insert or withdraw objects, or to activate, deactivate, or adjust the element. Pedestrian Access Route. A continuous and unobstructed path of travel provided for pedestrians with disabilities within or coinciding with a pedestrian circulation path. 60 Public Rights -of -Way Accessibility Guidelines Pedestrian Circulation Path. A prepared exterior or interior surface provided for pedestrian travel in the public right-of-way. Public Right -of -Way. Public land or property, usually in interconnected corridors, that is acquired for or dedicated to transportation purposes. Qualified Historic Facility. A facility that is listed in or eligible for listing in the National Register of Historic Places, or designated as historic under an appropriate state or local law. Running Slope. The grade that is parallel to the direction of pedestrian travel. Vertical Surface Discontinuities. Vertical differences in level between two adjacent surfaces. 61 Public Rights -of -Way Accessibility Guidelines: CHAPTER RI: APPLICATION AND ADMINISTRATION 62 Public Rights -of -Way Accessibility Guidelines CHAPTER R2: SCOPING REQUIREMENTS R201 Application R201.1 Scope. All newly constructed facilities, altered portions of existing facilities, and elements added to existing facilities for pedestrian circulation and use located in the public right-of-way shall comply with the requirements in this document. Advisory R201.1 Scope. The requirements in this document are to be applied to all areas of a facility within the scope of the project. Where multiple features of the same type are provided, such as on -street parking spaces, and a percentage of the features are required to be accessible, only the required number of features must comply with the technical requirements in this document and be connected to a pedestrian access route. Where elements are provided on a site that is a designated portion of a public right-of-way, the elements are required to comply with the applicable requirements in this document instead of the requirements in the Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities and the Architectural Barriers Act Accessibility Guidelines (36 CFR part 1191). R201.2 Temporary and Permanent Facilities. The requirements in this document shall apply to temporary and permanent facilities in the public right-of-way. Advisory R201.2 Temporary and Permanent Facilities. Temporary pedestrian circulation paths around work zones and portable public toilets are examples of temporary facilities in the public right-of-way that are covered by the requirements in this document. R201.3 Buildings and Structures. Buildings and structures in the public right-of-way that are not covered by the requirements in this document shall comply with the applicable requirements in 36 CFR part 1191. Advisory R201.3 Buildings and Structures. Towers and temporary performance stages and reviewing stands are examples of structures that may be provided in the public right-of- way and are not covered by the requirements in this document. These structures are required to comply with the applicable requirements in the Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities and the Architectural Barriers Act Accessibility Guidelines (36 CFR part 1191). R202 Alterations and Elements Added to Existing Facilities R202.1 General. Alterations and elements added to existing facilities shall comply with R202. Where elements are altered or added and the pedestrian circulation path to the altered or added elements is not altered, the pedestrian circulation path is not required to comply with R204. Advisory R202.1 General. Where possible, added elements should be located on an existing pedestrian access route. 63 Public Rights -of -Way Accessibility Guidelines: CHAPTER R2: SCOPING REQUIREMENTS R202.2 Added Elements. Where elements are added to existing facilities, the added elements shall comply with the applicable requirements for new construction. R202.3 Alterations. Where existing elements, spaces, or facilities are altered, each altered element, space, or facility within the scope of the project shall comply with the applicable requirements for new construction. Advisory R202.3 Alterations. The alteration of multiple elements or spaces within a facility may provide a cost-effective opportunity to make the entire facility or a significant portion of the facility accessible. R202.3.1 Existing Physical Constraints. Where existing physical constraints make it impracticable for altered elements, spaces, or facilities to fully comply with the requirements for new construction, compliance is required to the extent practicable within the scope of the project. Existing physical constraints include, but are not limited to, underlying terrain, right-of-way availability, underground structures, adjacent developed facilities, drainage, or the presence of a notable natural or historic feature. R202.3.2 Transitional Segments. Transitional segments of pedestrian access routes shall connect to existing unaltered segments of pedestrian circulation paths and shall comply with R302 to the extent practicable. R202.3.3 Reduction in Access Prohibited. An alteration shall not decrease or have the effect of decreasing the accessibility of a facility or an accessible connection to an adjacent building or site below the requirements for new construction in effect at the time of the alteration. Advisory R202.3.3 Reduction in Access Prohibited. Sidewalk improvements that correct existing excessive cross slope should be carefully planned to avoid creating excessive slope in curb ramps or adding a step at existing building entrances. Solutions may include: • Split sidewalks that serve building entrances and street or highway at separate levels; • Sidewalks with greater cross slope along the curb and pedestrian access routes with lesser cross slope along building fronts; • Pedestrian access routes along the curb and ramped entrances to buildings. R202.3.4 Alterations to Qualified Historic Facilities. Where the State Historic Preservation Officer or Advisory Council on Historic Preservation determines that compliance with a requirement would threaten or destroy historically significant features of a qualified historic facility, compliance shall be required to the extent that it does not threaten or destroy historically significant features of the facility. 64 Public Rights -of -Way Accessibility Guidelines Advisory R202.3.4 Alterations to Qualified Historic Facilities. Where there is a federal agency "undertaking", as defined in 36 CFR 800.16 (y), the requirements in section 106 of the National Historic Preservation Act (16 U.S.C. 470f) and 36 CFR part 800 apply. Location of a facility within an historic district by itself does not excuse compliance with the requirements in this document. The State Historic Preservation Officer or Advisory Council on Historic Preservation must determine that compliance would threaten or destroy historically significant features of the facility. Reproductions or replications of historic facilities are not qualified historic facilities. R203 Machinery Spaces. Vaults, tunnels, and other spaces used by service personnel only for maintenance, repair, or monitoring are not required to comply with this document. R204 Pedestrian Access Routes R204.1 General. Pedestrian access routes shall be provided in accordance with R204 and shall comply with R302. Advisory R204.1 General. The Federal Highway Administration (FHWA) has issued guidance on the obligations of state and local governments to keep pedestrian access routes open and usable throughout the year, including snow and debris removal. The guidance is available at FHWA's website: http://www.fhwa.dot.gov/civilrights/programs/ada_sect504ga.htm. R204.2 Sidewalks. A pedestrian access route shall be provided within sidewalks and other pedestrian circulation paths located in the public right-of-way. The pedestrian access route shall connect to accessible elements, spaces, and facilities required by this document and to accessible routes required by section 206.2.1 of appendix B to 36 CFR part 1191 or section F206.2.1 of appendix C to 36 CFR 1191 that connect building and facility entrances to public streets and sidewalks. Advisory R204.2 Sidewalks. The accessible elements, spaces, and facilities located in the public right-of-way that pedestrian access routes must connect to include accessible pedestrian signals and pedestrian pushbuttons (see R209), street furniture (see R212), boarding and alighting areas and boarding platforms at transit stops (see R213 and R308.1.3.2), transit shelters (see R213 and R308.2), accessible on -street parking spaces (see R214 and R309), parking meters and parking pay stations serving accessible parking spaces (see R309.5), and accessible passenger loading zones (see R215 and R310). R204.3 Pedestrian Street Crossings. A pedestrian access route shall be provided within pedestrian street crossings, including medians and pedestrian refuge islands, and pedestrian at -grade rail crossings. The pedestrian access route shall connect departure and arrival sidewalks. R204.4 Pedestrian Overpasses and Underpasses. A pedestrian access route shall be provided within overpasses, underpasses, bridges, and similar structures that contain pedestrian circulation paths. Where an overpass, underpass, bridge, or similar structure is designed for pedestrian use only and the approach slope to the structure exceeds 5 percent, a ramp, elevator, limited use/limited application 65 Public Rights -of -Way Accessibility Guidelines: CHAPTER R2: SCOPING REQUIREMENTS elevator, or platform lift shall be provided. Elevators and platform lifts shall be unlocked during the operating hours of the facility served. Advisory R204.4 Pedestrian Overpasses and Underpasses. Where an overpass, underpass, bridge, or similar structure is designed for both pedestrian and vehicle use and the pedestrian access route is contained within the street or highway right-of-way, the grade of the pedestrian access route must not exceed the general grade established for the adjacent street or highway (see R302.5). Where the pedestrian access route is not contained within the street or highway right-of-way, the grade of the pedestrian access route must be 5 percent maximum (see R302.5). Where pedestrian overpasses or underpasses provide an alternative pedestrian circulation path to street level crossings, both the pedestrian overpass or underpass and the street level crossing must contain a pedestrian access route. State and local governments can provide a ramp, elevator, or lift at overpasses and underpasses designed for pedestrian use only. Long ramps present difficulties for some pedestrians with disabilities and can require snow clearance. Elevators or lifts can require maintenance. R205 Alternate Pedestrian Access Routes. When a pedestrian circulation path is temporarily closed by construction, alterations, maintenance operations, or other conditions, an alternate pedestrian access route complying with sections 6D.01, 6D.02, and 6G.05 of the MUTCD (incorporated by reference, see R104.2) shall be provided. Where provided, pedestrian barricades and channelizing devices shall comply with sections 6F.63, 6F.68, and 6F.71 of the MUTCD (incorporated by reference, see R104.2). Advisory R205 Alternate Pedestrian Access Routes. Section 6G.05 of the MUTCD recommends that whenever possible work should be done in a manner that does not create a need to detour pedestrians from existing pedestrian routes. Extra distance and additional pedestrian street crossings add complexity to a trip and increase exposure of risk to accidents. Sections 6D.01and 6G.05 of the MUTCD require alternate pedestrian routes to be accessible and detectable, including warning pedestrians who are blind or have low vision about sidewalk closures. Proximity -actuated audible signs are a preferred means to warn pedestrians who are blind or have low vision about sidewalk closures. R206 Pedestrian Street Crossings. Pedestrian street crossings shall comply with R306. Advisory R206 Pedestrian Street Crossings. All pedestrian street crossings must be accessible to pedestrians with disabilities. If pedestrian crossing is prohibited at certain locations, "No Pedestrian Crossing" signs should be provided along with detectable features, such as grass strips, landscaping, planters, chains, fencing, railings, or other barriers. R207 Curb Ramps and Blended Transitions R207.1 General. A curb ramp, blended transition, or a combination of curb ramps and blended transitions complying with R304 shall connect the pedestrian access routes at each pedestrian street 66 Public Rights -of -Way Accessibility Guidelines crossing. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the pedestrian street crossing served. R207.2 Alterations. In alterations where existing physical constraints prevent compliance with R207.1, a single diagonal curb ramp shall be permitted to serve both pedestrian street crossings. R208 Detectable Warning Surfaces R208.1 Where Required. 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 vehi- cle sound cues; • and barriers where pedestrian travel or crossing is not permitted. R208.2 Where Not Required. Detectable warning surfaces are not required at pedestrian refuge islands that are cut -through at street level and are less than 1.8 meters (6.0 ft) in length in the direction of pedestrian travel. 67 Public Rights -of -Way Accessibility Guidelines: CHAPTER R2: SCOPING REQUIREMENTS Advisory R208.2 Where Not Required. Detectable warning surfaces are not required at cut -through pedestrian refuge islands that are less than 1.8 meters (6.0 ft) in length because detectable warning surfaces must extend 610 millimeters (2.0 ft) minimum on each side of the island and be separated by 610 millimeters (2.0 ft) minimum length of island without detectable warning surfaces (see R305.1.4 and R305.2.4). Installing detectable warning surfaces at cut -through pedestrian islands that are less than 1.8 meters (6.0 ft) in length would compromise the effectiveness of detectable warning surfaces. Where a cut -through pedestrian refuge island is less than 1.8 m (6.0 ft) in length and the pedestrian street crossing is signalized, the signal should be timed for a complete crossing of the street. R209 Accessible Pedestrian Signals and Pedestrian Pushbuttons R209.1 General. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD (incorporated by reference, see R104.2). Operable parts shall comply with R403. Advisory R209 Accessible Pedestrian Signals and Pedestrian Pushbuttons. An accessible pedestrian signal and pedestrian pushbutton is an integrated device that communicates information about the WALK and DON'T WALK intervals at signalized intersections in non -visual formats (i.e., audible tones and vibrotactile surfaces) to pedestrians who are blind or have low vision. R209.2 Alterations. Existing pedestrian signals shall comply with R209.1 when the signal controller and software are altered, or the signal head is replaced. R210 Protruding Objects. Objects along or overhanging any portion of a pedestrian circulation path shall comply with R402 and shall not reduce the clear width required for pedestrian access routes. 68 Public Rights -of -Way Accessibility Guidelines Advisory R210 Protruding Objects. Protruding objects can be hazardous for pedestrians, especially pedestrians who are blind or have low vision. The requirements for protruding objects in R402 apply across the entire width of the pedestrian circulation path, not just the pedestrian access route. In addition, objects must not reduce the clear width required for pedestrian access routes. State and local governments must comply with the requirements for protruding objects and maintain the clear width of pedestrian access routes when installing or permitting the installation of street furniture on sidewalks, including street lights, utility poles and equipment cabinets, sign posts and signs, parking meters, trash receptacles, public telephones, mailboxes, newspaper vending machines, benches, transit shelters, kiosks, bicycle racks, planters and planted trees, and street sculptures. The American Association of State Highway and Transportation Officials (AASHTO) recommends that local governments use an encroachment permit process to regulate the use of sidewalks by private entities for activities such as outdoor dining, vending carts and stands, and street fairs in order to control protruding objects and maintain the clear width of pedestrian access routes. See AASHTO, Guide for the Planning, Design, and Operation of Pedestrian Facilities (2004), section 3.2.3. R211 Signs R211.1 General. Signs shall comply with R211. Where audible sign systems and other technologies are used to provide information equivalent to the information contained on pedestrian signs and transit signs, the signs are not required to comply with R211.2 and R211.3. Advisory R211.1 General. Audible sign systems and other technologies that provide information equivalent to the information contained on signs are more usable by pedestrians who are blind or have low vision. Remote infrared audible signs that transmit information to portable devices that are carried by and audible only to the user are an example of audible sign systems and other technologies. R211.2 Pedestrian Signs. Signs, other than transit signs, that provide directions, warnings, or other information for pedestrians only shall comply with R410. Advisory R211.2 Pedestrian Signs. Pedestrian route signs along an historic trail, sidewalk closure and pedestrian detour signs, and tourist information signs are examples of signs that provide directions, warnings, or other information for pedestrians only. Signs provided for motorists and pedestrians such as highway and street name signs are not required to comply with R410. R211.3 Transit Signs. Signs that identify the routes served by transit stops shall comply with R410. Advisory R211.3 Transit Signs. Transit schedules, timetables, and maps are not required to comply with R410. R211.4 Accessible Parking Space and Passenger Loading Zone Signs. Accessible parking spaces and accessible passenger loading zones shall be identified by signs displaying the International Symbol 69 Public Rights -of -Way Accessibility Guidelines: CHAPTER R2: SCOPING REQUIREMENTS of Accessibility complying with R411. At accessible parallel parking spaces and accessible passenger loading zones, the signs shall be located at the head or foot of the parking space or passenger loading zone. R212 Street Furniture R212.1 General. Where provided, street furniture shall comply with the applicable requirements in R212. R212.2 Drinking Fountains. Drinking fountains shall comply with sections 602.1 through 602.6 of Appendix D to 36 CFR part 1191. R212.3 Public Toilet Facilities. Public toilet facilities shall comply with sections 206.2.4 and 603 of Appendix D to 36 CFR part 1191. At least one fixture of each type provided shall comply with sections 604 through 610 of Appendix D to 36 CFR part 1191. Where multiple single -user public toilet facilities are clustered at a single location, at least 5 percent, but no less than one, of single -user toilets at each cluster shall comply with R212.3 and shall be identified by the International Symbol of Accessibility complying with R411. R212.4 Tables. At least 5 percent, but no less than one, of tables at each location shall comply with section 902 of Appendix D to 36 CFR part 1191. R212.5 Counters. Counters shall comply with section 904 of Appendix D to 36 CFR part 1191. R212.6 Benches. At least 50 percent, but no less than one, of benches at each location shall provide clear space complying with R404 adjacent to the bench. The clear space shall be located either at one end of the bench or shall not overlap the area within 460 mm (1.5 ft) from the front edge of the bench. Benches at tables are not required to comply. Advisory R212.6 Benches. Benches that provide full back support and armrests to assist in sitting and standing are more usable by pedestrians with disabilities. R213 Transit Stops and Transit Shelters. Where provided, transit stops and transit shelters shall comply with R308. Advisory R213 Transit Stops and Transit Shelters. Transit stops in the public right-of- way typically serve fixed route bus systems, including bus rapid transit systems, and light rail transit systems. Signs that identify the routes served by the transit stop must comply with the technical requirements for visual characters on signs unless audible sign systems or other technologies are used to provide the information (see R211 and R410). The Federal Highway Administration (FHWA) has issued guidance on the obligations of state transportation departments, metropolitan planning organizations, and transit agencies to coordinate the planning and funding of accessibility improvements to transit systems and facilities. The guidance is available at FHWA's website: http://www.fhwa.dot.gov/civilrights/memos/ada_memo clarificationa.htm. 70 Public Rights -of -Way Accessibility Guidelines R214 On -Street Parking Spaces. Where on -street parking is provided on the block perimeter and the parking is marked or metered, accessible parking spaces complying with R309 shall be provided in accordance with Table R214. Where parking pay stations are provided and the parking is not marked, each 6.1 m (20.0 ft) of block perimeter where parking is permitted shall be counted as one parking space. Table R214 On -Street Parking Spaces Total Number of Marked or Metered Parking Spaces on the Block Perimeter Minimum Required Number of Accessible Parking Spaces 1 to25 1 26 to 50 2 51 to75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 and over 4 percent of total Advisory R214 On -Street Parking Spaces. The MUTCD contains provisions for marking on -street parking spaces (see section 3B.19). Metered parking includes parking metered by parking pay stations. Where parking on part of the block perimeter is altered, the minimum number of accessible parking spaces required is based on the total number of marked or metered parking spaces on the block perimeter. R215 Passenger Loading Zones. Where passenger loading zones other than transit stops are provided, at least one accessible passenger loading zone complying with R310 shall be provided for each 30 m (100.0 ft) of continuous loading zone space or fraction thereof. R216 Stairways and Escalators. Where provided on pedestrian circulation paths, stairways shall comply with R408 and escalators shall comply with section 810.9 of Appendix D to 36 CFR part 1191. Stairways and escalators shall not be part of a pedestrian access route. R217 Handrails. Where provided on pedestrian circulation paths, handrails shall comply with R409. R218 Doors, Doorways, and Gates. Where provided at pedestrian facilities, doors, doorways, and gates shall comply with section 404 of Appendix D to 36 CFR part 1191. Advisory R218 Doors, Doorways, and Gates. Enclosed transit shelters are an example of pedestrian facilities where doors and doorways are provided. 71 Public Rights -of -Way Accessibility Guidelines: CHAPTER R2: SCOPING REQUIREMENTS 72 Public Rights -of -Way Accessibility Guidelines CHAPTER R3: TECHNICAL REQUIREMENTS R301 General R301.1 Scope. The technical requirements in Chapter 3 shall apply where required by Chapter 2 or where referenced by a requirement in this document. R302 Pedestrian Access Routes R302.1 General. Pedestrian access routes shall comply with R302. R302.2 Components. Pedestrian access routes shall consist of one or more of the following components: 1. Sidewalks and other pedestrian circulation paths, or a portion of sidewalks and other pedestrian circulation paths, complying with R302.3 through R302.7; 2. Pedestrian street crossings and at -grade rail crossings complying with R302.3 through R302.7, and R306; 3. Pedestrian overpasses and underpasses and similar structures complying with R302.3 through R302.7; 4. Curb ramps and blended transitions complying with R302.7 and R304; 5. Ramps complying with R407; 6. Elevators and limited use/limited application elevators complying with sections 407 or 408 of Appendix D to 36 CFR part 1191; 7. Platform lifts complying with section 410 of Appendix D to 36 CFR part 1191; and 8. Doors, doorways, and gates complying with section 404 of Appendix D to 36 CFR part 1191. Advisory R302.2 Components. The technical requirement for elevators, limited use/ limited application elevators, platform lifts, and doors, doorways, and gates are contained in the Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities and the Architectural Barriers Act Accessibility Guidelines (36 CFR part 1191). R302.3 Continuous Width. Except as provided in R302.3.1, the continuous clear width of pedestrian access routes shall be 1.2 m (4.0 ft) minimum, exclusive of the width of the curb. Advisory R302.3 Continuous Width. The continuous clear width requirements in R302.3 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). Clear width requirements are contained in R304.5.1 for curb ramps and blended transitions, and in R407.4 for ramps. Where sidewalks are wider than 1.2 m (4.0 ft), only a portion of the sidewalk is required to comply with the requirements in R302.3 through R302.7. Additional maneuvering space should be provided at turns or changes in direction, transit stops, recesses and alcoves, building entrances, and along curved or angled routes, particularly where the grade exceeds 5 percent. R210 prohibits street furniture and other objects from reducing the minimum clear width of pedestrian access routes. 73 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS -Curb \-PAR within width of sidewalk Figure R302.3 Continous Width R302.3.1 Medians and Pedestrian Refuge Islands. The clear width of pedestrian access routes within medians and pedestrian refuge islands shall be 1.5 m (5.0 ft) minimum. R302.4 Passing Spaces. Where the clear width of pedestrian access routes is less than 1.5 m (5.0 ft), passing spaces shall be provided at intervals of 61 m (200.0 ft) maximum. Passing spaces shall be 1.5 m (5.0 ft) minimum by 1.5 m (5.0 ft) minimum. Passing spaces are permitted to overlap pedestrian access routes. Curb >61 m 200 ft 1, 1.5 m 5 ft Passing space Figure R302.4 Passing Spaces 74 Public Rights -of -Way Accessibility Guidelines R302.5 Grade. Except as provided in R302.5.1, where pedestrian access routes are contained within a street or highway right-of-way, the grade of pedestrian access routes shall not exceed the general grade established for the adjacent street or highway. 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. Advisory R302.5 Grade. The grade requirements in R302.5 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 grade of the pedestrian access route is measured parallel to the direction of pedestrian travel. Running slope requirements are contained in R304.2.2 for perpendicular curb ramps, in R304.3.2 for parallel curb ramps, in R304.4.1 for blended transitions, and in R407.2 for ramps. R302.5.1 Pedestrian Street Crossings. Where pedestrian access routes are contained within pedestrian street crossings, the grade of the pedestrian access route shall be 5 percent maximum. R302.6 Cross Slope. Except as provided in R302.6.1 and R302.6.2, 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. R302.6.1 Pedestrian Street Crossings Without Yield or Stop Control. Where pedestrian access routes are contained within pedestrian street crossings without yield or stop control, the cross slope of the pedestrian access route shall be 5 percent maximum. Advisory R302.6.1 Pedestrian Street Crossings Without Yield or Stop Control. Pedestrian street crossings without yield or stop control are crossings where there is no yield or stop sign, or where there is a traffic signal that is designed for the green phase. At pedestrian street crossings without yield or stop control, vehicles can proceed through the intersection without slowing or stopping. Where pedestrian access routes are contained within pedestrian street crossings with yield or stop control, the cross slope of the pedestrian access route must be 2 percent maximum (see R302.6). At pedestrian street crossings with yield or stop control, vehicles slow or stop before proceeding through the intersection. R302.6.2 Midblock Pedestrian Street Crossings. Where pedestrian access routes are contained within midblock pedestrian street crossings, the cross slope of the pedestrian access route shall be permitted to equal the street or highway grade. 75 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R302.7 Surfaces. The surfaces of pedestrian access routes and elements and spaces required to comply with R302.7 that connect to pedestrian access routes shall be firm, stable, and slip resistant and shall comply with R302.7. Advisory R302.7 Surfaces. The surface requirements in R302.7 apply to sidewalks and other pedestrian circulation paths, pedestrian street crossings and at -grade rail crossings, pedestrian overpasses and underpasses and similar structures, and curb ramps and blended transitions (see R302.2). The surface requirements in R302.7 also apply to surfaces at the following accessible elements and spaces that connect to pedestrian access routes: • Clear spaces (see R404.2), including clear spaces at operable parts (see R403.2) such as accessible pedestrian signals and pedestrian pushbuttons (see R209), clear spaces at street furniture such as benches (see R212.6), and clear spaces within transit shelters (see R308.2); • Boarding and alighting areas and boarding platforms at transit stops (see R308.1.3.1); • Access aisles at accessible parking spaces (see R309.2.1 and R309.3) and accessible passenger loading zones (see R310.3.4); and ramp runs and landings (see R407.7). R302.7.1 Vertical Alignment. Vertical alignment shall be generally planar within pedestrian access routes (including curb ramp runs, blended transitions, turning spaces, and gutter areas within pedestrian access routes) and surfaces at other elements and spaces required to comply with R302.7 that connect to pedestrian access routes. Grade breaks shall be flush. Where pedestrian access routes cross rails at grade, the pedestrian access route surface shall be level and flush with the top of rail at the outer edges of the rails, and the surface between the rails shall be aligned with the top of rail. Advisory R302.7.1 Vertical Alignment. Pedestrian access route surfaces must be generally planar and smooth. Surfaces should be chosen for easy rollability. Surfaces that are heavily textured, rough, or chamfered and paving systems consisting of individual units that cannot be laid in plane will greatly increase rolling resistance and subject pedestrians who use wheelchairs, scooters, and rolling walkers to the stressful and often painful effects of vibration. Such materials should be reserved for borders and decorative accents located outside of or only occasionally crossing the pedestrian access route. Surfaces should be designed, constructed, and maintained according to appropriate industry standards, specifications, and recommendations for best practice. R302.7.2 Vertical Surface Discontinuities. 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. 76 Public Rights -of -Way Accessibility Guidelines 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. 6.4 max 1 /4 �- 6.4-13 1 /4-1 /2 -------- Figure R302.7.2 Vertical Surface Discontinuities *21T1� R302.7.3 Horizontal Openings. 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. dominant direction of travel long dimension perpendicular to dominant direction of travel 13 max 1/2 Figure R302.7.3 Horizontal Openings 77 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R302.7.4 Flangeway Gaps. Flangeway gaps at pedestrian at -grade rail crossings shall be 64 mm (2.5 in) maximum on non -freight rail track and 75 mm (3 in) maximum on freight rail track. Advisory R302.7.4 Flangeway Gaps. Flangeway gaps are necessary to allow the passage of train wheel flanges. Flangeway gaps pose a potential hazard to pedestrians who use wheelchairs because the gaps can entrap the wheelchair casters. 64 max 2-1/2 64 max 2-1/2 (a) 75 max 75 max 3 in (b) Figure R302.7.4 Flangeway Gaps 1 3in R303 Alternate Pedestrian Access Routes (See R205) R304 Curb Ramps and Blended Transitions R304.1 General. Curb ramps and blended transitions shall comply with R304. Advisory R304.1 General. There are two types of curb ramps: • Perpendicular curb ramps have a running slope that cuts through or is built up to the curb at right angles or meets the gutter break at right angles where the curb is curved. On large corner radiuses, it will be necessary to indent the gutter break on one side of the curb ramp in order for the curb ramp to meet the gutter break at right angles. • Parallel curb ramps have a running slope that is in -line with the direction of sidewalk travel and lower the sidewalk to a level turning space where a turn is made to enter the pedestrian street crossing. 78 Public Rights -of -Way Accessibility Guidelines Advisory R304.1 General (continued). Perpendicular curb ramps can be provided where the sidewalk is at least 3.7 m (12.0 ft) wide. Parallel curb ramps can be provided where the sidewalk is at least 1.2 m (4.0 ft) wide. Parallel and perpendicular curb ramps can be combined. A parallel curb ramp is used to lower the sidewalk to a mid -landing and a short perpendicular curb ramp connects the landing to the street. Combination curb ramps can be provided where the sidewalk is at least 1.8 m (6.0 ft) wide. Blended transitions are raised pedestrian street crossings, depressed corners, or similar_ connections between pedestrian access routes at the level of the sidewalk and the level of the pedestrian street crossing that have a grade of 5 percent or less. Blended transitions are suitable for a range of sidewalk conditions. R304.2 Perpendicular Curb Ramps. Perpendicular curb ramps shall comply with R304.2 and R304.5. R304.2.1 Turning Space. A turning space 1.2 m (4.0 ft) minimum by 1.2 m (4.0 ft) minimum shall be provided at the top of the curb ramp and shall be permitted to overlap other turning spaces and clear spaces. Where the turning space is constrained at the back -of -sidewalk, the turning space shall be 1.2 m (4.0 ft) minimum by 1.5 m (5.0 ft) minimum. The 1.5 m (5.0 ft) dimension shall be provided in the direction of the ramp run. 1.2 m min Figure R304.2.1 Turning Space 1.5 m min R304.2.2 Running Slope. The running slope of the curb ramp shall cut through or shall be built up to the curb at right angles or shall meet the gutter grade break at right angles where the curb is curved. The running slope of the curb ramp shall be 5 percent minimum and 8.3 percent maximum but shall not require the ramp length to exceed 4.5 m (15.0 ft). The running slope of the turning space shall be 2 percent maximum. 79 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R304.2.3 Flared Sides. Where a pedestrian circulation path crosses the curb ramp, flared sides shall be sloped 10 percent maximum, measured parallel to the curb line. Advisory R304.2.3 Flared Sides. The flared sides are part of the pedestrian circulation path, but are not part of the pedestrian access route. Curb ramps whose sides have returned curbs provide useful directional cues where they are aligned with the pedestrian street crossing and are protected from cross travel by landscaping, street furniture, chains, fencing, or railings. Flared sides of curb ramp 1 :10 max slope Returned curbs where protected from pedestrian cross traffic Figure R304.2.3 Flared Sides R304.3 Parallel Curb Ramps. Parallel curb ramps shall comply with R304.3 and R304.5. R304.3.1 Turning Space. A turning space 1.2 m (4.0 ft) minimum by 1.2 m (4.0 ft) minimum shall be provided at the bottom of the curb ramp and shall be permitted to overlap other turning spaces and clear spaces. If the turning space is constrained on 2 or more sides, the turning space shall be 1.2 m (4.0 ft) minimum by 1.5 m (5.0 ft). The 1.5 m (5.0 ft) dimension shall be provided in the direction of the pedestrian street crossing. 80 Public Rights -of -Way Accessibility Guidelines 4 inin a Figure R304.3.1 Turning Space 4.0 ft R304.3.2 Running Slope. The running slope of the curb ramp shall be in -line with the direction of sidewalk travel. The running slope of the curb ramp shall be 5 percent minimum and 8.3 percent maximum but shall not require the ramp length to exceed 4.5 m (15.0 ft) minimum. The running slope of the turning space shall be 2 percent maximum. R304.4 Blended Transitions. Blended transitions shall comply with R304.4 and R304.5. R304.4.1 Running Slope. The running slope of blended transitions shall be 5 percent maximum. Running slope 5% maximum Figure R304.4.1 Running Slope 81 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R304.5 Common Requirements. Curb ramps and blended transitions shall comply with R304.5. R304.5.1 Width. The clear width of curb ramp runs (excluding any flared sides), blended transitions, and turning spaces shall be 1.2 m (4.0 ft) minimum. 1.2 m min 4.0 ft 1 Figure R304.5.1 Width R304.5.2 Grade Breaks. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning spaces. Surface slopes that meet at grade breaks shall be flush. Grade break is perpendicular to direction of travel. Figure R304.5.2 Grade Breaks 82 Public Rights -of -Way Accessibility Guidelines R304.5.3 Cross Slope. The cross slope of curb ramps, blended transitions, and turning spaces shall be 2 percent maximum. At pedestrian street crossings without yield or stop control and at midblock pedestrian street crossings, the cross slope shall be permitted to equal the street or highway grade. Advisory R304.5.3 Cross Slope. Pedestrian street crossings without yield or stop control are crossings where there is no yield or stop sign, or where there is a traffic signal that is designed for the green phase. At pedestrian street crossings without yield or stop control, vehicles can proceed through the intersection without slowing or stopping. R304.5.4 Counter Slope. The counter slope of the gutter or street at the foot of curb ramp runs, blended transitions, and turning spaces shall be 5 percent maximum. R304.5.5 Clear Space. Beyond the bottom grade break, a clear space 1.2 m (4.0 ft) minimum by 1.2 m (4.0 ft) minimum shall be provided within the width of the pedestrian street crossing and wholly outside the parallel vehicle travel lane. Figure R304.5.5 Clear Space R305 Detectable Warning Surfaces R305.1 General. Detectable warning surfaces shall consist of truncated domes aligned in a square or radial grid pattern and shall comply with R305. 83 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R305.1.1 Dome Size. The truncated domes shall have a base diameter of 23 mm (0.9 in) minimum and 36 mm (1.4 in) maximum, a top diameter of 50 percent of the base diameter minimum and 65 percent of the base diameter maximum, and a height of 5 mm (0.2 in). Advisory R305.1.1 Dome Size. Where the truncated domes are arrayed radially, they may differ in diameter and center -to -center spacing within the ranges specified in R305.1.1 and R305.1.2. top diameter 50%-65% of the base diameter base diameter 23-36 (0.9-1.4) elevation (enlarged) Figure R305.1.1 Dome Size R305.1.2 Dome Spacing. The truncated domes shall have a center -to -center spacing of 41 mm (1.6 in) minimum and 61 mm (2.4 in) maximum, and a base -to -base spacing of 17 mm (0.65 in) minimum, measured between the most adjacent domes. 17 min 41-61 1.6-2.4 plan Figure R305.1.2 Dome Spacing R305.1.3 Contrast. Detectable warning surfaces shall contrast visually with adjacent gutter, street or highway, or pedestrian access route surface, either light -on -dark or dark -on -light. Advisory R305.1.3 Contrast. Visual contrast may be provided on the full surface of the curb ramp but should not extend to flared sides. Visual contrast also helps pedestrians who use wheelchairs to locate the curb ramp from the other side of the street. 84 Public Rights -of -Way Accessibility Guidelines R305.1.4 Size. Detectable warning surfaces shall extend 610 mm (2.0 ft) minimum in the direction of pedestrian travel. At curb ramps and blended transitions, detectable warning surfaces shall extend the full width of the ramp run (excluding any flared sides), blended transition, or turning space. At pedestrian at -grade rail crossings not located within a street or highway, detectable warnings shall extend the full width of the crossing. At boarding platforms for buses and rail vehicles, detectable warning surfaces shall extend the full length of the public use areas of the platform. At boarding and alighting areas at sidewalk or street level transit stops for rail vehicles, detectable warning surfaces shall extend the full length of the transit stop. Full width of curb ramp 4 (a) perpendicular 4 \ \ 610 min 24 Full width of curb ramp 610 min 24 (b) returned curb Full width of landing/turning space 411111 \ (c) parallel 610 min Figure R305.1.4 Size 24 R305.2 Placement. The placement of detectable warning surfaces shall comply with R305.2. 85 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS Advisory R305.2 Placement. Some detectable warning products require a concrete border for proper installation. The concrete border should not exceed 51 mm (2 in). Where the back of curb edge is tooled to provide a radius, the border dimension should be measured from the end of the radius. R305.2.1 Perpendicular Curb Ramps. On perpendicular curb ramps, detectable warning surfaces shall be placed as follows: 1. Where the ends of the bottom grade break are in front of the back of curb, detectable warning surfaces shall be placed at the back of curb. 2. Where the ends of the bottom grade break are behind the back of curb and the distance from either end of the bottom grade brake to the back of curb is 1.5 m (5.0 ft) or less, detectable warning surfaces shall be placed on the ramp run within one dome spacing of the bottom grade break. 3. Where the ends of the bottom grade break are behind the back of curb and the distance from either end of the bottom grade brake to the back of curb is more than 1.5 m (5.0 ft), detectable warning surfaces shall be placed on the lower landing at the back of curb. Advisory R305.2.1 Perpendicular Curb Ramps. Detectable warning surfaces are intended to provide a tactile equivalent underfoot of the visible curb line. If detectable warning surfaces are placed too far from the curb line because of a large curb radius, the location may compromise effective crossing. Detectable warning surfaces should not be placed on paving or expansion joints. The rows of truncated domes in detectable warning surfaces should be aligned perpendicular to the grade break between the ramp run and the street so pedestrians who use wheelchairs can "track" between the domes. Where detectable warning surfaces are provided on a surface with a slope that is less than 5 percent, dome orientation is less critical. Both ends of the bottom grade break are less than 1.5 m (5.0 ft) from back of curb. One or both ends of the bottom grade break are greater than 1.5 m (5.0 ft) from back of curb. Figure R305.2.1 Perpendicular Curb Ramps 86 Public Rights -of -Way Accessibility Guidelines R305.2.2 Parallel Curb Ramps. On parallel curb ramps, detectable warning surfaces shall be placed on the turning space at the flush transition between the street and sidewalk. mllo Im o' OOOO°°°°° Detectable Warning located at the back of curb. Figure R305.2.2 Parallel Curb Ramps R305.2.3 Blended Transitions. On blended transitions, detectable warning surfaces shall be placed at the back of curb. Where raised pedestrian street crossings, depressed corners, or other level pedestrian street crossings are provided, detectable warning surfaces shall be placed at the flush transition between the street and the sidewalk. Detectable Warning located along the entire transition. Raised Figure R305.2.3 Blended Transitions Crossing 87 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R305.2.4 Pedestrian Refuge Islands. At cut -through pedestrian refuge islands, detectable warning surfaces shall be placed at the edges of the pedestrian island and shall be separated by a 610 mm (2.0 ft) minimum length of surface without detectable warnings. Advisory R305.2.4 Pedestrian Refuge Islands. The edges of cut -through pedestrian refuge islands can provide useful cues to the direction of the crossing. I 1 1 L 1 1 NEU 1 � � u - 1.5 m min 5.0 ft Figure R305.2.4 Pedestrian Refuge Islands R305.2.5 Pedestrian At -Grade Rail Crossings. At pedestrian at -grade rail crossings not located within a street or highway, detectable warning surfaces shall be placed on each side of the rail crossing. The edge of the detectable warning surface nearest the rail crossing shall be 1.8 m (6.0 ft) minimum and 4.6 m (15.0 ft) maximum from the centerline of the nearest rail. Where pedestrian gates are provided, detectable warning surfaces shall be placed on the side of the gates opposite the rail. 88 Public Rights -of -Way Accessibility Guidelines 1.8m-4.6m Eft-15ft gggggg ggge ogogog ggzgk Pedestrian Gate agogog gggzgg �o Figure R305.2.5 Pedestrian At -Grade Rail Crossings R305.2.6 Boarding Platforms. At boarding platforms for buses and rail vehicles, detectable warning surfaces shall be placed at the boarding edge of the platform. R305.2.7 Boarding and Alighting Areas. At boarding and alighting areas at sidewalk or street level transit stops for rail vehicles, detectable warning surfaces shall be placed at the side of the boarding and alighting area facing the rail vehicles. R306 Pedestrian Street Crossings R306.1 General. Pedestrian street crossings shall comply with R306. R306.2 Pedestrian Signal Phase Timing. All pedestrian signal phase timing shall comply with section 4E.06 of the MUTCD (incorporated by reference, see R104.2) and shall be based on a pedestrian clearance time that is calculated using a pedestrian walking speed of 1.1 m/s (3.5 ft/s) or less. 89 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R306.3 Roundabouts. Where pedestrian facilities are provided at roundabouts, they shall comply with R306.3. Advisory R306.3 Roundabouts. Pedestrian street crossings at roundabouts can be difficult for pedestrians who are blind or have low vision to identify because the crossings are located off to the side of the pedestrian circulation path around the street or highway. The continuous traffic flow at roundabouts removes many of the audible cues that pedestrians who are blind use to navigate pedestrian street crossings. Water fountains and other features that produce background noise should not be placed in the middle island of a roundabout because pedestrians who are blind use auditory cues to help detect gaps in traffic. Multi -lane pedestrian street crossings at roundabouts involve an increased risk of pedestrian exposure to accident. R306.3.1 Separation. Where sidewalks are flush against the curb and pedestrian street crossing is not intended, a continuous and detectable edge treatment shall be provided along the street side of the sidewalk. Detectable warning surfaces shall not be used for edge treatment. Where chains, fencing, or railings are used for edge treatment, they shall have a bottom edge 380 mm (15 in) maximum above the sidewalk. Advisory R306.3.1 Separation. Carefully delineated pedestrian street crossing approaches with plantings or other defined edges provide effective non -visual cues for identifying pedestrian street crossings at roundabouts. European and Australian roundabouts provide a 610 mm (24 inch) width of tactile surface treatment from the centerline of the curb ramp or blended transition across the full width of the sidewalk to provide an underfoot cue for identifying pedestrian street crossings. Detectable warning surfaces should not be used to guide pedestrians who are blind or have low vision to pedestrian street crossings because detectable warning surfaces indicate the flush transition between the sidewalk and the street or highway. Schemes that remove cyclists from the street or highway by means of a ramp that angles from the curb lane to the sidewalk and then provide re-entry by means of a similar ramp beyond pedestrian street crossings can provide false cues to pedestrians who are using the edge of the sidewalk for wayfinding about the location of pedestrian street crossings. R306.3.2 Pedestrian Activated Signals. At roundabouts with multi -lane pedestrian street crossings, a pedestrian activated signal complying with R209 shall be provided for each multi -lane segment of each pedestrian street crossing, including the splitter island. Signals shall clearly identify which pedestrian street crossing segment the signal serves. 90 Public Rights -of -Way Accessibility Guidelines Advisory R306.3.2 Pedestrian Activated Signals. Roundabouts with single -lane approach and exit legs are not required to provide pedestrian activated signals. Pedestrian activated signals must comply with the requirements for accessible pedestrian signals and pedestrian pushbuttons (see R209). Pedestrian activated signals installed at splitter islands should be carefully located and separated so that signal spillover does not give conflicting information about which pedestrian street crossing has the WALK indication displayed. Pedestrian Hybrid Beacons can be used at roundabouts (see MUTCD sections 4F.01 through 4F.03). Pedestrian Hybrid Beacons are traffic signals that consist of a yellow signal centered below two horizontally aligned red signals. The signals are normally not illuminated. The signals are initiated only upon pedestrian activation and can be timed to minimize the interruption of traffic. The signals cease operation after the pedestrian clears the crosswalk. When activated by a pedestrian, the following signals are displayed to drivers: a flashing yellow signal, then a steady yellow signal, then two steady red signals during the pedestrian walk interval, and then alternating flashing red signals during the pedestrian clearance interval. The following signals are displayed to pedestrians: a steady upraised hand (symbolizing DON'T WALK) when the flashing or steady yellow signal is operating, then a walking person (symbolizing WALK) when the steady red signals are operating, and then a flashing upraised hand (symbolizing DON'T WALK) when the alternating flashing red signals are operating. R306.4 Channelized Turn Lanes at Roundabouts. At roundabouts with pedestrian street crossings, pedestrian activated signals complying with R209 shall be provided at pedestrian street crossings at multi -lane channelized turn lanes. R306.5 Channelized Turn Lanes at Other Signalized Intersections. At signalized intersections other than roundabouts with pedestrian street crossings, pedestrian activated signals complying with R209 shall be provided at pedestrian street crossings at multi -lane channelized turn lanes. R307 Accessible Pedestrian Signals and Pedestrian Pushbuttons (See R209) R308 Transit Stops and Transit Shelters R308.1 Transit Stops. Transit stops shall comply with R308.1. Advisory R308.1 Transit Stops. Transit stops should be located so that there is a level and stable surface for boarding vehicles. Locating transit stops at signalized intersections increases the usability for pedestrian with disabilities. Where security bollards are installed at transit stops, they must not obstruct the clear space at boarding and alighting areas or reduce the required clear width at pedestrian access routes (see R210). R308.1.1 Boarding and Alighting Areas. Boarding and alighting areas at sidewalk or street level transit stops shall comply with R308.1.1 and R308.1.3. Where transit stops serve vehicles with more than one car, boarding and alighting areas serving each car shall comply with R308.1.1 and R308.1.3. 91 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS Advisory R308.1.1 Boarding and Alighting Areas. Where a transit shelter is provided, the boarding and alighting area can be located either within or outside of the shelter. R308.1.1.1 Dimensions. Boarding and alighting areas shall provide a clear length of 2.4 m (8.0 ft) minimum, measured perpendicular to the curb or street or highway edge, and a clear width of 1.5 m (5.0 ft) minimum, measured parallel to the street or highway. 1.5 m min 5.0 ft s= � E o co `r - curb or vehicle CV / roadway edge BUS 2112 Figure R308.1.1.1 Dimensions l R308.1.1.2 Grade. Parallel to the street or highway, the grade of boarding and alighting areas shall be the same as the street or highway, to the extent practicable. Perpendicular to the street or highway, the grade of boarding and alighting areas shall not be steeper than 2 percent. R308.1.2 Boarding Platforms. Boarding platforms at transit stops shall comply with R308.1.2 and R308.1.3. R308.1.2.1 Platform and Vehicle Floor Coordination. Boarding platforms shall be positioned to coordinate with vehicles in accordance with the applicable requirements in 49 CFR parts 37 and 38. Advisory R308.1.2.1 Platform and Vehicle Floor Coordination. The Department of Transportation regulations (49 CFR parts 37 and 38) require the height of the vehicle floor and the station platform to be coordinated so as to minimize the vertical and horizontal gaps. 92 Public Rights -of -Way Accessibility Guidelines R308.1.2.2 Slope. Boarding platforms shall not exceed a slope of 2 percent in any direction. Where boarding platforms serve vehicles operating on existing track or existing street or highway, the slope of the platform parallel to the track or the street or highway is permitted to be equal to the grade of the track or street or highway. R308.1.3 Common Requirements. Boarding and alighting areas and boarding platforms shall comply with R308.1.3. R308.1.3.1 Surfaces. The surfaces of boarding and alighting areas and boarding platforms shall comply with R302.7. Advisory R308.1.3.1 Surfaces. Detectable warning surfaces are required at boarding and alighting areas for rail vehicles and at boarding platforms for buses and rail vehicles (see R208). R308.1.3.2 Connection. Boarding and alighting areas and boarding platforms shall be connected to streets, sidewalks, or pedestrian circulation paths by pedestrian access routes complying with R302. r L boarding and alighting area 1 pedestrian accessible route bus shelter curb or vehicle roadway edge BUS 2112 Figure R308.1.3.2 Connection R308.2 Transit Shelters. Transit shelters shall be connected by pedestrian access routes complying with R302 to boarding and alighting areas or boarding platforms complying with R308.1. Transit shelters 93 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS shall provide a minimum clear space complying with R404 entirely within the shelter. Where seating is provided within transit shelters, the clear space shall be located either at one end of a seat or shall not overlap the area within 460 mm (1.5 ft) from the front edge of the seat. Environmental controls within transit shelters shall be proximity -actuated. Protruding objects within transit shelters shall comply with R402. Advisory R308.2 Transit Shelters. The clear space must be located entirely within the transit shelter and not interfere with other persons using the seating. R309 On -Street Parking Spaces R309.1 General. On -street parking spaces shall comply with R309. Advisory R309.1 General. R214 specifies how many accessible parking spaces must be provided on the block perimeter where on -street parking is marked or metered. Accessible parking spaces must be identified by signs displaying the International Symbol of Accessibility (see R211.3 and R411). Accessible parking spaces should be located where the street has the least crown and grade and close to key destinations. R309.2 Parallel Parking Spaces. Parallel parking spaces shall comply with R309.2. Advisory R309.2 Parallel Parking Spaces. The sidewalk adjacent to accessible parallel parking spaces should be free of signs, street furniture, and other obstructions to permit deployment of a van side -lift or ramp or the vehicle occupant to transfer to a wheelchair or scooter. Accessible parallel parking spaces located at the end of the block face are usable by vans that have rear lifts and cars that have scooter platforms. R309.2.1 Wide Sidewalks. Where the width of the adjacent sidewalk or available right-of-way exceeds 4.3 m (14.0 ft), an access aisle 1.5 m (5.0 ft) wide minimum shall be provided at street level the full length of the parking space and shall connect to a pedestrian access route. The access aisle shall comply with R302.7 and shall not encroach on the vehicular travel lane. Advisory R309.2.1 Wide Sidewalks. Vehicles may park at the curb or at the parking lane boundary and use the space required by R309.2.1 on either the driver or passenger side of the vehicle to serve as the access aisle. 94 Public Rights -of -Way Accessibility Guidelines Access aisle Full length of parallel parking space Figure R309.2.1 Wide Sidewalks E c � r A R309.2.1.1 Alterations. In alterations where the street or sidewalk adjacent to the parking spaces is not altered, an access aisle shall not be required provided the parking spaces are located at the end of the block face. R309.2.2 Narrow Sidewalks. An access aisle is not required where the width of the adjacent sidewalk or the available right-of-way is less than or equal to 4.3 m (14.0 ft). When an access aisle is not provided, the parking spaces shall be located at the end of the block face. Advisory R309.2.2 Narrow Sidewalks. Vehicle lifts or ramps can be deployed on a 2.4 m (8.0 ft) sidewalk if there are no obstructions. 95 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS Figure R309.2.2 Narrow Sidewalks R309.3 Perpendicular or Angled Parking Spaces. Where perpendicular or angled parking is provided, an access aisle 2.4 m (8.0 ft) wide minimum shall be provided at street level the full length of the parking space and shall connect to a pedestrian access route. The access aisle shall comply with R302.7 and shall be marked so as to discourage parking in the access aisle. Two parking spaces are permitted to share a common access aisle. Advisory R309.3 Perpendicular or Angled Parking Spaces. Perpendicular and angled parking spaces permit the deployment of a van side -lift or ramp. 96 Public Rights -of -Way Accessibility Guidelines 1 Figure R309.3 Perpendicular or Angled Parking Spaces R309.4 Curb Ramps or Blended Transitions. Curb ramps or blended transitions complying with R304 shall connect the access aisle to the pedestrian access route. Curb ramps shall not be located within the access aisle. Advisory R309.4 Curb Ramps or Blended Transitions. At parallel parking spaces, curb ramps and blended transitions should be located so that a van side -lift or ramp can be deployed to the sidewalk and the vehicle occupant can transfer to a wheelchair or scooter. Parking spaces at the end of the block face can be served by curb ramps or blended transitions at the pedestrian street crossing. Detectable warning surfaces are not required on curb ramps and blended transitions that connect the access aisle to the sidewalk, including where the sidewalk is at the same level as the parking spaces, unless the curb ramps and blended transitions also serve pedestrian street crossings (see R208). R309.5 Parking Meters and Parking Pay Stations. Parking meters and parking pay stations that serve accessible parking spaces shall comply with R309.5. Operable parts shall comply with R403. R309.5.1 Location. At accessible parallel parking spaces, parking meters shall be located at the head or foot of the parking space. Advisory R309.5.1 Location. Locating parking meters at the head or foot of the parking space permits deployment of a van side -lift or ramp or the vehicle occupant to transfer to a wheelchair or scooter. 97 Public Rights -of -Way Accessibility Guidelines: CHAPTER R3: TECHNICAL REQUIREMENTS R309.5.2 Displays and Information. Displays and information shall be visible from a point located 1.0 m (3.3 ft) maximum above the center of the clear space in front of the parking meter or parking pay station. R310 Passenger Loading Zones R310.1 General. Passenger loading zones shall comply with R310. Advisory R310.1 General. Accessible passenger loading zones must be identified by signs displaying the International Symbol of Accessibility (see R211.3 and R411). R310.2 Vehicle Pull -Up Space. Passenger loading zones shall provide a vehicular pull-up space 2.4 m (8.0 ft) wide minimum and 6.1 m (20.0 ft) long minimum. R310.3 Access Aisle. Passenger loading zones shall provide access aisles complying with R310.3 adjacent to the vehicle pull-up space. Access aisles shall be at the same level as the vehicle pull-up space they serve and shall not overlap the vehicular travel lane. Curb ramps or blended transitions complying with R304 shall connect the access aisle to the pedestrian access route. Curb ramps are not permitted within the access aisle. curb line area to be marked full length of vehicle pull-up space Figure R310.3 Access Aisle E E I R310.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 1.5 m (5.0 ft) wide minimum. R310.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. R310.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. R310.3.4 Surfaces. Access aisle surfaces shall comply with R302.7. 98 Public Rights -of -Way Accessibility Guidelines CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS R401 General R401.1 Scope. The supplemental technical requirements in Chapter 4 shall apply where required by Chapter 2 or where referenced by a requirement in this document. R402 Protruding Objects R402.1 General. Protruding objects shall comply with R402. R402.2 Protrusion Limits. Objects with leading edges more than 685 mm (2.25 ft) and not more than 2 m (6.7 ft) above the finish surface shall protrude 100 mm (4 in) maximum horizontally into pedestrian circulation paths. co CO A X 100 max 4 Figure R402.2 Protrusion Limits E N Al X 0 0 R402.3 Post -Mounted Objects. Where objects are mounted on free-standing posts or pylons and the objects are 685 mm (2.25 ft) minimum and 2030 mm (6.7 ft) maximum above the finish surface, the objects shall overhang pedestrian circulation paths 100 mm (4 in) maximum measured horizontally from the post or pylon base. The base dimension shall be 64 mm (2.5 in) thick minimum. Where objects are mounted between posts or pylons and the clear distance between the posts or pylons is greater than 305 mm (1.0 ft), the lowest edge of the object shall be 685 mm (2.25 ft) maximum or 2 m (6.7 ft) minimum above the finish surface. 99 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS (a) (b) Figure R402.3 Post -Mounted Objects X > 305 2 (c) X > 305 12 c E N R402.4 Reduced Vertical Clearance. Guardrails or other barriers to pedestrian travel shall be provided where the vertical clearance is less than 2 m (6.7 ft) high. The leading edge of the guardrail or barrier shall be located 685 mm (2.25 ft) maximum above the finish surface. Figure R402.4 Reduced Vertical Clearance R403 Operable Parts R403.1 General. Operable parts shall comply with R403. Advisory R403.1 General. Operable parts on accessible pedestrian signals and pedestrian pushbuttons (see R209) and parking meters and parking pay stations that serve accessible parking spaces (see R309.5) must comply with R403. 100 Public Rights -of -Way Accessibility Guidelines R403.2 Clear Space. A clear space complying with R404 shall be provided at operable parts. R403.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in R406. R403.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 22 N (5 Ibs) maximum. R404 Clear Spaces R404.1 General. Clear spaces shall comply with R404. Advisory R404.1 General. Clear spaces are required at operable parts (see R403.2), including accessible pedestrian signals and pedestrian pushbuttons (see R209) and parking meters and parking pay stations that serve accessible parking spaces (see R309.5). Clear spaces are also required at benches (see R212.6) and within transit shelters (see R308.2). R404.2 Surfaces. Surfaces of clear spaces shall comply with R302.7 and shall have a running slope consistent with the grade of the adjacent pedestrian access route and cross slope of 2 percent maximum. R404.3 Size. Clear spaces shall be 760 mm (2.5 ft) minimum by 1220 mm (4.0 ft) minimum. R404.4 Knee and Toe Clearance. Unless otherwise specified, clear spaces shall be permitted to include knee and toe clearance complying with R405. R404.5.Position. Unless otherwise specified, clear spaces shall be positioned for either forward or parallel approach to an element. R404.6 Approach. One full unobstructed side of a clear space shall adjoin a pedestrian access route or adjoin another clear space. R404.7 Maneuvering Space. Where a clear space is confined on all or part of three sides, additional maneuvering space shall be provided in accordance with R404.7.1 and R404.7.2. R404.7.1 Forward Approach. The clear space and additional maneuvering space shall be 915 mm (3.0 ft) wide minimum where the depth exceeds 610 mm (2.0 ft). R404.7.2 Parallel Approach. The clear space and additional maneuvering space shall be 1525 mm (5.0 ft) wide minimum where the depth exceeds 380 mm (1.25 ft). R405 Knee and Toe Clearance R405.1 General. Where space beneath an element is included as part of a clear space, the space shall comply with R405. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear space. 101 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS Advisory R405.1 General. Clearances are measured in relation to the usable clear space, not necessarily to the vertical support for an element. When determining clearance under an object, care should be taken to ensure that the space is clear of any obstructions. R405.2 Toe Clearance R405.2.1 General. Space under an element between the finish surface and 230 mm (9 in) above the finish surface shall be considered toe clearance and shall comply with R405.2. R405.2.2 Maximum Depth. Toe clearance shall extend 635 mm (2.1 ft) maximum under an element. R405.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear space, the toe clearance shall extend 430 mm (1.4 ft) minimum under the element. R405.2.4 Width. Toe clearance shall be 760 mm (2.5 ft) wide minimum. (a) elevation R405.3 Knee Clearance I 430 - 635 6 17-25 Figure R405.2 Toe Clearance (b) plan R405.3.1 General. Space under an element between 230 mm (9 in) and 685 mm (2.25 ft) above the finish surface shall be considered knee clearance and shall comply with R405.3. R405.3.2 Maximum Depth. Knee clearance shall extend 635 mm (2.1 ft) maximum under an element at 230 mm (9 in) above the finish surface. R405.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear space, the knee clearance shall be 280 mm (11 in) deep minimum at 230 mm (9 in) above the finish surface, and 205 mm (8 in) deep minimum at 685 mm (2.25 ft) above the finish surface. R405.3.4 Clearance Reduction. Between 230 mm (9 in) and 685 mm (2.25 ft) above the finish surface, the knee clearance shall be permitted to reduce at a rate of 25 mm (1 in) in depth for each 150 mm (6 in) in height. 102 Public Rights -of -Way Accessibility Guidelines R405.3.5 Width. Knee clearance shall be 760 mm (2.5 ft) wide minimum. 205 min 8 E co R406 Reach Ranges F o / 230 min m / 9 635 max 25 (a) (b) elevation plan Figure R405.3 Knee Clearance R406.1 General. Reach ranges shall comply with R406. R406.2 Unobstructed Forward Reach. Where a forward reach is unobstructed, the high forward reach shall be 1220 mm (4.0 ft) maximum and the low forward reach shall be 380 mm (1.25 ft) minimum above the finish surface. Forward reach over an obstruction is not permitted. co . M x N N Figure R406.2 Unobstructed Forward Reach co R406.3 Unobstructed Side Reach. Where a clear space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 1220 mm (4.0 ft) maximum and the low side reach shall be 380 mm (1.25 ft) minimum above the finish surface. An obstruction shall be permitted between the clear space and the element where the depth of the obstruction is 255 mm (10 in) maximum. 103 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS X co N N Figure R406.3 Unobstructed Side Reach R407 Ramps R407.1 General. Ramps shall comply with R407. co R407.2 Running Slope. Ramp runs shall have a running slope between 5 percent minimum and 8.3 percent maximum. Advisory R407.2 Running Slope. Ramps with the least possible running slope accommodate the widest range of users. Providing stairways along with ramps, where possible, benefits pedestrians with heart disease, limited stamina, and others for whom distance presents a greater barrier than steps. R407.3 Cross Slope. The cross slope of ramp runs shall be 2 percent maximum. R407.4 Width. The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 915 mm (3.0 ft) minimum. R407.5 Rise. The rise for any ramp run shall be 760 mm (2.5 ft) maximum. R407.6 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Landings shall comply with R407.6. R407.6.1 Slope. Landing slopes shall be 2 percent maximum in any direction. R407.6.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to the landing. R407.6.3 Length. The landing clear length shall be 1.5 m (5.0 ft) long minimum. 104 Public Rights -of -Way Accessibility Guidelines R407.6.4 Change in Direction. Ramps that change direction between runs at landings shall have a clear landing 1.5 m (5.0 ft) minimum by 1.5 m (5.0 ft) minimum. 1.5mmin 5ft 1.5mmin 5ft landing ramp run landing at least as wide as ramp run (a) straight Figure R407.6 Landings 1.5mmin / 5ft ramp run landing E E U) Ln 2 L Q E (b) change in direction R407.7 Surfaces. Surfaces of ramp runs and landings shall comply with R302.7. R407.8 Handrails. Ramp runs with a rise greater than 150 mm (6 in) shall have handrails complying with R409. R407.9 Edge Protection. Edge protection complying with R407.9.1 or R407.9.2 shall be provided on each side of ramp runs and ramp landings. R407.9.1 Extended Ramp Surface. The surface of the ramp run or landing shall extend 305 mm (1.0 ft) minimum beyond the inside face of a handrail complying with R409. Advisory R407.9.1 Extended Ramp Surface. The extended surface prevents wheelchair casters and crutch tips from slipping off the ramp surface. 105 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS 305 min 12 305 min Figure R407.9.1 Extended Ramp Surface 12 R407.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 100 mm (4 in) diameter sphere, where any portion of the sphere is within 100 mm (4 in) of the finish surface. R408 Stairways R408.1 General. Stairways shall comply with R408. R408.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 100 mm (4 in) high minimum and 180 mm (7 in) high maximum. Treads shall be 280 mm (11 in) deep minimum. R408.3 Open Risers. Open risers are not permitted. R408.4 Tread Surface. Stairway treads shall comply with R302.7. Changes in level are not permitted. R408.5 Nosings. The radius of curvature at the leading edge of the tread shall be 13 mm (0.5 inch) maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 38 mm (1.5 in) maximum over the tread below. R408.6 Handrails. Stairways shall have handrails complying with R409. R409 Handrails R409.1 General. Handrails required at ramps and stairways, and handrails provided on pedestrian circulation paths shall comply with R409. 106 Public Rights -of -Way Accessibility Guidelines Advisory R409.1 General. Handrails are required on ramp runs with a rise greater than 150 mm (6 in) (see R407.8) and stairways (see R408.6). Handrails are not required on pedestrian circulation paths. However, if handrails are provided on pedestrian circulation paths, the handrails must comply with R409 (see R217). The requirements in R409.2, R409.3, and R409.10 apply only to handrails at ramps and stairways, and do not apply to handrails provided on pedestrian circulation paths. R409.2 Where Required. Handrails shall be provided on both sides of ramps and stairways. R409.3 Continuity. Handrails shall be continuous within the full length of each ramp run or stair flight. Inside handrails on switchback or dogleg ramps and stairways shall be continuous between ramp runs or stair flights. R409.4 Height. Top of gripping surfaces of handrails shall be 865 mm (2.8 ft) minimum and 965 mm (3.2 ft) maximum vertically above walking surfaces, ramp surfaces, and stair nosings. Handrails shall be at a consistent height above walking surfaces, ramp surfaces, and stair nosings. Lf) m 6) r00i Li!) M co 4011101111.11111111 (b) ramps Figure R409.4 Height Lc) co rn LC) co co 4 M (c) walking surfaces R409.5 Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall be 38 mm (1.5 in) minimum. R409.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 38 mm (1.5 in) minimum below the bottom of the handrail gripping surface. Advisory R409.6 Gripping Surface. Pedestrians with disabilities and others benefit from continuous gripping surfaces that permit users to reach the fingers outward or downward to grasp the handrail. 107 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS R409.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with R409.7.1 or R409.7.2. Where expansion joints are necessary for large spans of handrails, the expansion joint is permitted to be smaller than the specified cross section diameters for a 25mm (1 in) length. R409.7.1 Circular Cross Section. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 32 mm (1.25 in) minimum and 51 mm (2 in) maximum. R409.7.2 Non -Circular Cross Sections. Handrail gripping surfaces with a non -circular cross section shall have a perimeter dimension of 100 mm (4 in) minimum and 160 mm (6.25 in) maximum, and a cross-section dimension of 57 mm (2.25 in) maximum. (a) 100-160 perimeter 4-6.25 (b) Figure R409.7.2 Non -Circular Cross Sections R409.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. R409.9 Fittings. Handrails shall not rotate within their fittings. Where expansion joints are necessary for large spans of handrails, the expansion joint is permitted to rotate in its fitting. R409.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of ramp runs and stair flights in accordance with R409.10. Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg ramps and stairways. In alterations where handrail extensions would reduce the clear width required for pedestrian access routes, handrail extensions shall not be required. R409.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the landing for 305 mm (1.0 ft) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. 108 Public Rights -of -Way Accessibility Guidelines 305 min / 12 305 min 12 Figure R409.10.1 Top and Bottom Extension at Ramps R409.10.2 Top Extension at Stairways. At the top of a stair flight, handrails shall extend horizontally above the landing for 305 mm (1.0 ft) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 305 min 12 Figure R409.10.2 Top Extension at Stairways R409.10.3 Bottom Extension at Stairways. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 109 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS X X .rr Note: X = tread depth Figure R409.10.3 Bottom Extension at Stairways R410 Visual Characters on Signs R410.1 General. Visual characters on signs shall comply with R410. R410.2 Finish and Contrast. Characters and their background shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. Advisory R410.2 Finish and Contrast. Signs are more legible for pedestrians with low vision when characters contrast as much as possible with their background. Additional factors affecting the ease with which the text can be distinguished from its background include shadows cast by lighting sources, surface glare, and the uniformity of the text and its background colors and textures. R410.3 Case. Characters shall be uppercase or lowercase or a combination of both. R410.4 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. R410.5 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "0" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I". R410.6 Character Height. Minimum character height shall comply with Table R410.2.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter 110 Public Rights -of -Way Accessibility Guidelines Table R410.6 Visual Character Height Height to Finish Surface from Baseline of Character Horizontal Viewing Distance Minimum Character Height 1.0 m (3.3 ft) to less than or equal to 1.8 m (5.8 ft) Less than 1.8 m (6.0 ft) 16 mm (0.625 in) 1.8 m (6.0 ft) and greater 16 mm (0.625 in), plus 3.2 mm (0.125 in) per 0.3 m (1.0 ft) of viewing distance above 1.8 m (6.0ft) Greater than 1.8 m (5.8 ft) to less than or equal to 3.0 m (10.0 ft) Less than 4.6 m (15.0 ft) 51 mm (2 in) 4.6 m (15.0 ft) and greater 16 mm (0.625 in), plus 3.2 mm (0.125 in) per 0.3 m (1.0 ft) of viewing distance above 1.8 m (6.0ft) Greater than 3.0 m (10.0 ft) Less than 6.4 m (21.0 ft) 75 mm (3 in) 6.4 m (21.0 ft) and greater 75 mm (3 in), plus 3.2 mm (0.125 in) per 0.3 m (1.0 ft) of viewing distance above 6.4 m (21.0 ft) R410.7 Height from Finish Surface. Visual characters shall be 1.0 m (3.25 ft) minimum above the finish surface. R410.8 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent minimum and 30 percent maximum of the height of the character. R410.9 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. R410.10 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 170 percent maximum of the character height. R411 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 411. The symbol and its background shall have a non -glare finish. The symbol shall contrast with its background with either a light symbol on a dark background or a dark symbol on a light background. 111 Public Rights -of -Way Accessibility Guidelines: CHAPTER R4: SUPPLEMENTARY TECHNICAL REQUIREMENTS (5\ Figure R411 International Symbol of Accessibility 112 Appendix D -Schedule/Budget Information Cost Information Costs for upgrading public buildings, facilities and ROW can vary depending on each individual improvement and conditions of each site. Costs can also vary on the type and size of the ADA improvements. Listed below are representative 2019 costs for typical accessibility improvements: Table 1 Public Buildings and Facilities Unit Prices Recommendation Projected Cost Potential Additional Cost Access, Approaches, and Entrances Install Accessible Parking Signage $200.00 Adjust Mounting Height of Accessible Parking Signs $100.00 Install "Van Accessible" Sign $200.00 Restripe Accessible Parking Stalls and/orAccess Aisles $500.00 $3,000.00 Designate Access Aisle with "No Parking" Sign $200.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades $3,500.00 $5,000.00 Provide Additional Accessible Parking Space (Regrade If Necessary) $2,000.00 $5,000.00 Reconstruct Access Route $5,000.00 $5,000.00 Reconstruct Curb Ramp $3,000.00 $3,000.00 Construct New Curb Ramp $5,000.00 $5,000.00 Install Access Route Signage $800.00 Provide Crosswalk Pavement Markings $1,000.00 Replace Main Entry Doors $1,000.00 $2,000.00 Adjust/Install Closing Mechanism on Main Door $1,000.00 $1,000.00 Install/Replace Door Handle $500.00 $1,000.00 Install Bevel at Main Door Threshold (Or Reconstruct Stoop) $500.00 $5,000.00 Replace Entryway Door Mats $200.00 Reconstruct Entryway (Structural) $5,000.00 $5,000.00 Access to Goods and Services Remove/Relocate Wall or Door (for Adequate Clearance) $5,000.00 $5,000.00 Reconstruct Ramp (and Extend Handrail) $5,000.00 $5,000.00 Adjust/Install Closing Mechanism on Interior Door $1,000.00 $1,000.00 Install Tactile and Braille Signage $200.00 Provide Accessible Service Counter $2,000.00 $2,000.00 Adjust/Recess Drinking Fountain $2,500.00 $2,500.00 Adjust/Recess Phone Location $1,000.00 $2,500.00 Provide ADA-Compliant Phone $1,500.00 $2,500.00 AddTTY and Volume Control to Phone $500.00 Replace Fire Alarm $500.00 $1,000.00 Provide Casing (for Vending Machine, Drinking Fountain, Etc.) $500.00 The estimated unit prices for public building improvements range from a projected base cost to a maximum potential cost, which includes the projected plus the potential additional costs. For estimating purposes, the cost to improve a single feature was determined by the results of the self -evaluation. D-1 includes a breakdown of individual cost estimates by public buildings. Table 2 Public Right -of -Way Unit Prices Project Cost Intersection corner ADA improvement retrofit (per corner) $4,000 - $6,000 Sidewalk ADA improvement retrofit (50 square feet of 5' wide sidewalk replaced per sidewalk data point) $15.00 per SF Trail ADA improvement retrofit (50 square feet of 8' wide bituminous trail replaced per trail data point) $10.00 per SF For estimating purposes, the cost to improve a single curb ramp on an intersection corner was estimated to be $5000. Cost estimates for the improvements are based on 2019 construction costs and include contingency for engineering and oversight. D-2 includes a summary of the total cost estimate for public ROW. Priority Areas The City has established the following criteria to define priority levels. The City will consider all ADA improvement requests as received, which may affect the prioritization level of a specific project when appropriate. Category 1A (Highest Priority): • No curb ramp where sidewalk or pedestrian path exists and location near a medical center, school, transit facility, government building, non -auto dependent household, or similar facility. Category 1B: • Existing curb ramp with a noncompliant running slope and location near a medical center, school, transit facility, government building or similar facility. Category 2A: • No curb ramp where a sidewalk or pedestrian path exists (not located near a medical center or similar facility). Category 2B: • An existing curb ramp with a running slope greater than 12% or a cross slope greater than 3% (not located near a medical center or similar facility). Category 3: • No curb ramp where a striped crosswalk exists. Category 4: • One curb ramp per corner and another is needed to serve the other crossing direction. Category 5A: • An existing curb ramp with an insufficient landing. Category 5B: • An existing curb ramp with obstructions in the ramp or the landing. Category 5C: • An existing curb ramp with any of the following conditions: o A running slope greater than 8.3% o A cross slope greater than 2% o A width less than 48 inches • No flush transition or median, or island crossings that are inaccessible. • Detectable Warnings do not extend the full width of the trail or sidewalk. Category 5D: • An existing curb ramp with returned curbs where pedestrian travel across the curb is not permitted. Category 5E: • An existing diagonal curb ramp without the 48-inch extension in the crosswalk. Category 5F: • An existing curb ramp without truncated dome texture contrast or without color contrast. Category 6 (Lowest Priority): • The pedestrian pushbutton is not accessible from the sidewalk or from the ramp. The City will establish high priority areas for accessibility improvement projects based on the proximity to schools, commercial areas, senior care facilities, government services, and medical care facilities. Entire Jurisdiction Based on the results of the self -evaluation, the estimated costs associated with providing ADA accessibility within the entire jurisdiction including both public buildings and ROW is $8,806,750. The maximum potential cost of public building and facility improvements were used for estimating purposes. This amount assumes project cost estimates depicted under Tables 1 and 2 are applied as stand-alone projects. The City will likely benefit from economy of scale when larger building, facility, street and ROW reconstructions occur. The City will continue to incorporate ADA best practices and standards with CIP projects and as part of stand-alone projects. D-1: Cost Estimates by Public Buildings and Facilities Stillwater ADA- Cost Estimates for Public Buildings City Hall Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Adjust Mounting Height of Accessible Parking Signs 4 $100.00 $400.00 $0.00 Salvage and Reinstall "No Parking" Sign 2 $200.00 $400.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 1 $3,500.00 $5,000.00 $3,500.00 $5,000.00 Reconstruct Access Route 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 Reconstruct Curb Ramp 3 $3,000.00 $3,000.00 $9,000.00 $9,000.00 Adjust/Install Closing Mechanism on Main Door 1 $1,000.00 $1,000.00 $1,000.00 $1,000.00 Reconstruct Doorway Entry Landing 1 $500.00 $5,000.00 $500.00 $5,000.00 TOTAL PROJECTED COST $19,800.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $44,800.00 $25,000.00 Stillwater ADA- Cost Estimates for Public Buildings Fire Station Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Adjust Mounting Height of Accessible Parking Signs 8 $100.00 $800.00 $0.00 Designate Access Aisle with "No Parking" Sign 4 $200.00 $800.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 1 $3,500.00 $5,000.00 $3,500.00 $5,000.00 Reconstruct Curb Ramp 2 $3,000.00 $3,000.00 $6,000.00 $6,000.00 Adjust/Install Closing Mechanism on Main Door 2 $1,000.00 $1,000.00 $2,000.00 $2,000.00 TOTAL PROJECTED COST $13,100.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $26,100.00 $13,000.00 Stillwater ADA- Cost Estimates for Public Buildings Lily Lake Ice Arena Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Install Accessible Parking Signage 3 $200.00 $600.00 $0.00 Adjust Mounting Height of Accessible Parking Signs 3 $100.00 $300.00 $0.00 Install "Van Accessible" Sign 4 $200.00 $800.00 $0.00 Restripe Accessible Parking Stalls and/or Access Aisles 1 $500.00 $3,000.00 $500.00 $3,000.00 Designate Access Aisle with "No Parking" Sign 3 $200.00 $600.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 1 $3,500.00 $5,000.00 $3,500.00 $5,000.00 Adjust/Install Closing Mechanism on Main Door 1 $1,000.00 $1,000.00 $1,000.00 $1,000.00 Install Bevel at Main Door Threshold (Or Reconstruct Stoop) 1 $500.00 $5,000.00 $500.00 $5,000.00 TOTAL PROJECTED COST $7,800.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $21,800.00 $14, 000.00 Stillwater ADA- Cost Estimates for Public Buildings St. Croix Valley Recreation Center Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Adjust Mounting Height of Accessible Parking Signs 4 $100.00 $400.00 $0.00 Install "Van Accessible" Sign 4 $200.00 $800.00 $0.00 Restripe Accessible Parking Stalls and/or Access Aisles 1 $500.00 $3,000.00 $500.00 $3,000.00 Designate Access Aisle with "No Parking" Sign 2 $200.00 $400.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 1 $3,500.00 $5,000.00 $3,500.00 $5,000.00 Reconstruct Access Route 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 Reconstruct Curb Ramp 3 $3,000.00 $3,000.00 $9,000.00 $9,000.00 Install Access Route Signage 1 $800.00 $800.00 $0.00 TOTAL PROJECTED COST $20,400.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $42,400.00 $22,000.00 Stillwater ADA- Cost Estimates for Public Buildings Public Works Facilty Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Install Accessible Parking Signage 1 $200.00 $200.00 $0.00 Adjust Mounting Height of Accessible Parking Signs 1 $100.00 $100.00 $0.00 Install "Van Accessible" Sign 2 $200.00 $400.00 $0.00 Designate Access Aisle with "No Parking" Sign 1 $200.00 $200.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 1 $3,500.00 $5,000.00 $3,500.00 $5,000.00 Reconstruct Doorway Entry Landing 1 $500.00 $5,000.00 $500.00 $5,000.00 TOTAL PROJECTED COST $4,900.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $14,900.00 $10,000.00 Stillwater ADA- Cost Estimates for Public Buildings Stillwater Parking Ramp Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost Total Projected Total Additional Install Accessible Parking Signage 1 $200.00 $200.00 $0.00 Adjust Mounting Height of Accessible Parking Signs 6 $100.00 $600.00 $0.00 Designate Access Aisle with "No Parking" Sign 4 $200.00 $800.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 2 $3,500.00 $5,000.00 $7,000.00 $10,000.00 Provide Additional Accessible Parking Space (Regrade If Necessary) 1 $2,000.00 $5,000.00 $2,000.00 $5,000.00 Repair Elevator 1 $2,000.00 $10,000.00 $2,000.00 $10,000.00 Reconstruct Doorway Entry Landing 1 $500.00 $5,000.00 $500.00 $5,000.00 Reconstruct Entryway (Structural) 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 TOTAL PROJECTED COST $18,100.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $53,100.00 $35,000.00 Stillwater ADA- Cost Estimates for Public Buildings Stillwater Public Library Updated August 2019 Recommendation Quantity Projected Cost Potential Additional Cost I Total Projected Total Additional Adjust Mounting Height of Accessible Parking Signs 3 $100.00 $300.00 $0.00 Install "Van Accessible" Sign 4 $200.00 $800.00 $0.00 Restripe Accessible Parking Stalls and/or Access Aisles 1 $500.00 $3,000.00 $500.00 $3,000.00 Designate Access Aisle with "No Parking" Sign 3 $200.00 $600.00 $0.00 Reconstruct Accessible Parking Stalls and/or Aisles to Compliant Grades 2 $3,500.00 $5,000.00 $7,000.00 $10,000.00 Replace Access Aisle Pavers 1 $2,500.00 $5,000.00 $2,500.00 $5,000.00 Reconstruct Access Route 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 Reconstruct Curb Ramp 2 $3,000.00 $3,000.00 $6,000.00 $6,000.00 Reconstruct Entryway (Structural) 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 TOTAL PROJECTED COST $27,700.00 TOTAL POTENTIAL ADDITIONAL COST HIGH -END ESTIMATE $61,700.00 $34,000.00 Stillwgttigwa err ADACVostgtimaies for PPoibIluicAlgsings Updated August 2019 Cost Estimate of all Public Buildings Updated August 2019 Facility Projected Cost of Improvements High End Contingency City Hall $19,800 $44,800 Fire Station $13,100 $26,100 Lily Lake Ice Arena $7,800 $21,800 St. Croix Valley Recreation Center $20,400 $42,400 Public Works Facilty $4,900 $14,900 Stillwater Parking Ramp $18,100 $53,100 Stillwater Public Library $27,700 $61,700 City Building/Facility Total $79,000 $194,000 D-2: Cost Estimate for Right -of -Way Stillwater ADA - Cost Estimates for Right -of -Way Updated March 2020 System Correction Unit Cost Unit # of non -compliant points collected Total points inventoried % Compliant Cost Replace Existing Curb Ramp * $ 5,000.00 EA 1232 1310 6% $ 6,160,000.00 Replace Sidewalk* $ 15.00 SF 581 833 30% $ 2,178,750.00 Replace Trail** $ 10.00 SF 117 177 34% $ 468,000.00 TOTAL: 1930 2320 17% $ 8,806,750.00 *Assumes 50 SF of 5' wide sidewalk replaced per sidewalk data point **Assumes 50 SF of 8' wide bituminous trail replaced per trail data point Appendix E - Public Outreach The City recognizes that providing an opportunity for review and comment is an important part of this Plan. Comments will be recorded and, if feasible, modifications to the document content and prioritization of improvements will be made. As part of the Plan development process, the City will post the Plan document on the City's Engineering section of its website www.ci.stillwater.mn.us, and the Plan will be made available for public comment. Additionally, a printed copy of the Plan will be made available at City Hall. A link to the plan was also distributed via email to school districts, medical facilities, and other public agencies with facilities in the City of Stillwater on July 14, 2020. The following is a list of Stakeholders and the text that was included in the email notice. Stakeholder Contact List • Stillwater Area Public Schools • New Heights School • Salem Lutheran School • St. Croix Catholic School • St. Croix Preparatory Academy Upper • Clarvista Medical • Healthpartner Clinics • Stillwater Medical Group Urgent Care • Fire Station • Lily Lake Ice Arena • St. Croix Valley Recreation Center • Stillwater Parking Ramp • Stillwater Public Library Email Notice To whom it may concern: The City of Stillwater is seeking input from the public on the draft plan to support accessibility for people using its facilities. We invite you to review the draft version of the Plan, cis it is being finalized. Feel free to distribute this email to your colleagues, or other that may find this plan to be of interest. The purpose of this notice is to introduce the ADA Transition Plan to the public and inform those that work in "priority areas" related to accessibility about the City's work thus far. Any comments that you provide may be incorporated into the final version of the plan, and help the City of Stillwater to identify key areas for improvement, including curb ramps, sidewalks/trails, and public buildings. If you need a reasonable accommodation, assistance, or require more information please contact the City of Stillwater ADA Coordinator, Shawn Sanders. Thank you for your input, City of Stillwater Record of Public Outreach Summary No comments received during the three works the Plan was open for public review. Appendix F - Grievance Procedure Under the ADA, each agency is required to publish its responsibilities regarding the ADA. A draft of this public notice is provided in Appendix E. If users of public ROW, buildings, and facilities believe the City has not provided reasonable accommodation, they have the right to file a grievance. In accordance with 28 CFR 35.107 (b), the City has developed the following grievance procedure for the prompt and equitable resolution of citizen complaints, concerns, comments, and other grievances. The City understands that members of the public may desire to contact staff and discuss ADA issues without filing a formal grievance. Members of the public wishing to contact the staff should contact the ADA Coordinator, listed in Appendix A, and are encouraged to do so. Contacting the ADA Coordinator to informally discuss ADA issues is welcome and does not limit the ability or right to file a formal grievance later. Upon receipt of a completed Grievance Form, the ADA Coordinator will review the information in a timely manner and contact the complainant in order to attempt to find a resolution to the complaint. If the complainant is not satisfied with the resolution proposed by the ADA Coordinator, then within 10 days, the complainant may make a written appeal to the City Administrator, who shall have final decision -making authority regarding the complaint. Grievances must be resolved within a reasonable timeframe. As per ADA requirements, the City has posted a notice outlining its responsibilities. This notice can be found in this Appendix. The City appreciates and welcomes your comments. To provide feedback, please complete a comment form located in the following pages (p.24-25), or contact the ADA Coordinator listed in Appendix A. Those wishing to file a formal written grievance with the City may do so by one of the following methods: Internet Visit the City of Stillwater website www.ci.stillwater.mn.us and click the "ADA" link to the ADA Grievance Form. Fill in the form online and click "submit." A copy of The ADA Grievance Form is included in this Appendix. Telephone Contact the ADA Coordinator listed in the Contact Information section of Appendix A to submit an oral grievance. The ADA Coordinator will utilize the Internet method above to submit the grievance on behalf of the person filing the grievance. Paper Submittal Contact the ADA Coordinator listed in the Contact Information section of Appendix A to request a paper copy of the City's grievance form, complete the form, and return it to the ADA Coordinator. The ADA Coordinator or City staff person will then utilize the Internet method above to submit the grievance on behalf of the person filing the grievance. Public Notice In accordance with the requirements of Title II of the Americans with Disabilities Act (ADA) of 1990, the city of Stillwater will not discriminate against qualified individuals with disabilities on the basis of disability in City services, programs, or activities. Employment: The City does not discriminate on the basis of disability in its hiring or employment practices and complies with all regulations promulgated by the U.S. Equal Employment Opportunity Commission under title I of the Americans with Disabilities Act (ADA). Effective Communication: The City will generally, upon request, provide appropriate aids and services leading to effective communication for qualified persons with disabilities so they can participate equally in the City's programs, services, and activities, including qualified sign language interpreters, documents in Braille, and other ways of making information and communications accessible to people who have speech, hearing, or vision impairments. Modifications to Policies and Procedures: The City will make all reasonable modifications to policies and programs to ensure that people with disabilities have an equal opportunity to enjoy all City programs, services, and activities. For example, individuals with service animals are welcome in City offices, even where pets are generally prohibited. Anyone who requires an auxiliary aid or service for effective communication, or a modification of policies or procedures to participate in a City program, service, or activity, should contact the ADA Coordinator as soon as possible, but no later than 48 hours before the scheduled event. The ADA does not require the City to take any action that would fundamentally alter the nature of its programs or services or impose an undue financial or administrative burden. The City will not place a surcharge on an individual with a disability or any group of individuals with disabilities to cover the cost of providing auxiliaryaids/servicesor reasonable modifications of policy, such as retrieving items from locations that are open to the public but are not accessible to persons who use wheelchairs. ADA Grievance Form Please fill out this form completely, in black ink or type. If you need any accommodation or assistance in completing this form, please contact the ADA Coordinator, Shawn Sanders at 651- 430-8830. Sign and return to: Stillwater City Hall —216 4th Street North, Stillwater, MN 55016 Section I —Discrimination Description Date of Alleged Discrimination (Month, Day, Year): Have efforts been made to resolve this complaint? Yes 0 No 0 If yes, what is the status of the grievance? Has the complaint been filed with the Department of Justice or any other Federal, State or local civil rights agency or court? Yes 0 No 0 If Yes: Agency or Court: Contact Name: Contact Title: Agency Name: Phone: Description of Grievance/Discrimination: Section II — Complainant Information Complainant Name: Street Address: City: State: Home Phone: Mobile Phone: Work Phone: Email: Zip: Preferred method of communication: Mail 0 Email E Phone E Section III — Completed by Are you filling this complaint out on your own behalf? Yes 0 No 0 If Yes, complete Section III If No, please supply the name and relationship of the person for whom you are complaining: First and last name of person for whom you are filling: Relationship of the person for whom you are filling: Please explain why you have filed for a third party: Please confirm that you have obtained the permission of the aggrieved party, if you are filing on behalf of a third party. Yes 0 No 0 Section IV — Previous Have you previously filled an ADA complaint with this agency? Yes 0 No 0 Section VI — Remedy Sought State the specific remedy sought to resolve the issues (s): You may attach any written or other information that you this is relevant to your complaint. Signature: Date: I sincerely and truly declare and affirm that the facts contained herein are complete, accurate, and true to the best of my knowledge and belief. Further, I declare and affirm that my statement has been made by me voluntarily without persuasion, coercion, or promise of any kind. Appendix G - Glossary of Terms ABA: See Architectural Barriers Act. ADA: See Americans with Disabilities Act. ADA Transition Plan: MnDOT's transportation system plan that identifies accessibility needs, the process to fully integrate accessibility improvements into the Statewide Transportation Improvement Program (STIP), and ensures all transportation facilities, services, programs, and activities are accessible to all individuals. ADAAG: See Americans with Disabilities Act Accessibility Guidelines. Accessible: A facility that provides access to people with disabilities using the design requirements of the ADA. Accessible Pedestrian Signal (APS): A device that communicates information about the WALK phase in audible and vibrotactileformats. Alteration:A change to a facility in the public right-of-way that affects or could affect access, circulation, or use. An alteration must not decrease or have the effect of decreasing the accessibility of a facility or an accessible connection to an adjacent building or site. Americans with Disabilities Act (ADA): The Americans with Disabilities Act; Civil rights legislation passed in 1990 and effective July 1992. The ADA sets design guidelines for accessibility to public facilities, including sidewalks and trails, by individuals with disabilities. Americans with Disabilities Act Accessibility Guidelines (ADAAG): contains scoping and technical requirements for accessibility to buildings and public facilities by individuals with disabilities under the Americans with Disabilities Act (ADA) of 1990. APS: See Accessible Pedestrian Signal. Architectural Barriers Act (ABA): Federal law that requires facilities designed, built, altered or leased with Federal funds to be accessible. The Architectural Barriers Act marks one of the first efforts to ensure access to the built environment. Capital Improvement Program (CIP): The CIP for the Transportation Department includes an annual capital budget and a five-year plan for funding the new construction and reconstruction projects on the county's transportation system. Detectable Warning: A surface feature of truncated domes, built in or applied to the walking surface to indicate an upcoming change from pedestrian to vehicular way. DOJ: See United States Department of Justice Federal Highway Administration (FHWA):Abranch of the US Department of Transportation that administers the federal -aid Highway Program, providing financial assistance to states to construct and improve highways, urban and rural roads, and bridges. FHWA: See Federal Highway Administration Pedestrian Access Route (PAR): A continuous and unobstructed walkway within a pedestrian circulation path that provides accessibility. Pedestrian Circulation Route (PCR): A prepared exterior or interior way of passage provided for pedestrian travel. PROWAG: An acronym for the Guidelines for Accessible Public Rights -of -Way issued in 2005 by the U. S. Access Board. This guidance addresses roadway design practices, slope, and terrain related to pedestrian access to walkways and streets, including crosswalks, curb ramps, street furnishings, pedestrian signals, parking, and other components of public rights -of -way. Retrofit: The installation of ADA-compliant infrastructure to correct non -compliant elements within an existing transportation system without replacing the entirety of the existing infrastructure. Right of Way (ROW): A general term denoting land, property, or interest therein, usually in a strip, acquired for the network of streets, sidewalks, and trails creating public pedestrian access within a public entity's jurisdictional limits. Section 504: The section of the Rehabilitation Act that prohibits discrimination by any program or activity conducted by the federal government. Uniform Accessibility Standards (UFAS): Accessibility standards that all federal agencies are required to meet; includes scoping and technical specifications. United States Access Board: An independent federal agency that develops and maintains design criteria for buildings and other improvements, transit vehicles, telecommunications equipment, and electronic and information technology. It also enforces accessibility standards that cover federally funded facilities. United States Department of Justice (DOJ): The United States Department of Justice (often referred to as the Justice Department or DOJ), is the United States federal executive department responsible for the enforcement of the law and administration of justice.