HomeMy WebLinkAboutPACKET Town Board 2024-02-13The Mission of the Town of Estes Park is to provide high-quality, reliable services
for the benefit of our citizens, guests, and employees, while being good stewards
of public resources and our natural setting.
BOARD OF TRUSTEES - TOWN OF ESTES PARK
Tuesday, February 13, 2024
7:00 p.m.
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ADVANCED PUBLIC COMMENT
By Public Comment Form: Members of the public may provide written public comment on a specific
agenda item by completing the form found at https://dms.estes.org/forms/TownBoardPublicComment.
The form must be submitted by 12:00 p.m. the day of the meeting in order to be provided to the Town
Board prior to the meeting. All comments will be provided to the Board for consideration during the
agenda item and added to the final packet.
PLEDGE OF ALLEGIANCE.
(Any person desiring to participate, please join the Board in the Pledge of Allegiance).
PROCLAMATION - SHOW FIRST RESPONDERS SOME LOVE MONTH.
AGENDA APPROVAL.
PUBLIC COMMENT. (Please state your name and address).
TOWN BOARD COMMENTS / LIAISON REPORTS.
TOWN ADMINISTRATOR REPORT.
CONSENT AGENDA:
1. Bills.
2. Town Board Meeting and Town Board Study Session Minutes dated January 23, 2024.
3. Transportation Advisory Board Minutes dated December 20, 2023 (acknowledgment
only).
4. Resolution 06-24 Contract with Mountain View Commercial Cleaning for 2024
Janitorial Services, $453,441, Budgeted.
Prepared 2024-02-02
*Revised 2024-02-09
NOTE: The Town Board reserves the right to consider other appropriate items not available at the time the agenda was
prepared.
5. Resolution 07-24 Contract with Kimley Horn for Design and Bidding Phase Services
for the Mall Road Watermain Looping Project, $331,545 Budgeted.
REPORTS AND DISCUSSION ITEMS: (Outside Entities)
1. STATE ANTI-IDLE ORDINANCE. Regional Air Quality Council Program Coordinator
Herdman.
2. ESTES VALLEY SHORT-TERM RENTAL ALLIANCE (EVSTRA) REPORT ON
SB24-033. EVSTRA Board Member Bill Brown.
PLANNING COMMISSION ITEMS: Items reviewed by Planning Commission or staff for
Town Board Final Action.
1. CONSENT ITEMS:
A. AMENDED PLAT, LOTS 8A, 9A, AND A PORTION OF 10A OF THE FIRST
RESUBDIVISION OF BUENNA VISTA, TODD PHILLIPS, EP REAL ESTATE
LLC OWNER/APPLICANT. Senior Planner Hornbeck.
Staff requests and the applicant consented to the removal of this item for Lots 8A,
9A, and a portion of 10A Amended Plat pending receipt of a revised application.
ACTION ITEMS:
1. REVISED FINANCE POLICIES AND PROCEDURES MANUAL. Director Creamean.
To consider increasing the purchase order threshold from $3,000 to $10,000 and
update language to align the manual with Policy 601 Purchasing Policy – Spending
Authority & Limits.
2. RESOLUTION 08-24 ADOPTING THE TOWN OF ESTES PARK AMERICANS WITH
DISABILITIES SELF-EVALUATION AND TRANSITION PLAN. Manager Schumaker.
To consider the adoption of the self-evaluation and transition plan to meet Federal and
State ADA requirements while protecting the Town from ADA-related litigation and
potential loss of Federal funding.
3. REVISED POLICY 101 – BOARD OF TRUSTEES DIVISION OF
RESPONSIBILITIES. Town Administrator Machalek.
To update the Board appointments to the Chamber of Commerce Economic
Development and Workforce Council.
REPORTS AND DISCUSSION ITEMS:
3. POLICE DEPARTMENT UPDATE. Interim Chief Stewart.
Department report and current priorities.
ADJOURN.
*
Town of Estes Park, Larimer County, Colorado, January 23, 2024
Minutes of a Regular meeting of the Board of Trustees of the Town of Estes
Park, Larimer County, Colorado. Meeting held in Town Hall in said Town of
Estes Park on the 23rd day of January, 2024.
Present: Wendy Koenig, Mayor
Marie Cenac, Mayor Pro Tem
Kirby Hazelton
Trustees Frank Lancaster
Barbara MacAlpine
Patrick Martchink and
Cindy Younglund
Also Present: Travis Machalek, Town Administrator
Jason Damweber, Deputy Town Administrator
Dan Kramer, Town Attorney
Jackie Williamson, Town Clerk
Bunny Victoria Beers, Deputy Town Clerk
Absent: None
Mayor Koenig called the meeting to order at 7:00 p.m. and all desiring to do so, recited
the Pledge of Allegiance.
AGENDA APPROVAL.
It was moved and seconded (Hazelton/Younglund) to approve the Agenda, and it
passed unanimously.
PUBLIC COMMENTS.
Becky Robbins/Town citizen spoke against State Bill 24-033 concerning increases to
property tax treatment of real property used to provide lodging. She stated the increased
tax would place a burden on business owners and encouraged the Board and public to
write to their representatives to vote against this item.
TRUSTEE COMMENTS.
Trustee comments were heard and have been summarized: Sister Cities would not hold
a student exchange program in 2024 due to timing constraints and would prioritize re-
establishing the program in 2025; the inaugural First People’s Festival took place which
included local vendors and traditional storytelling; a Meet and Greet was held for the Estes
Valley Fire Protection District Fire Chief finalists; Visit Estes Park would host a community
roundtable on how partners can get involved, upcoming initiatives and programs; a
fundraiser has been formed to bring back a swim lesson program which would provide
each child in the Estes Valley with swim lessons; Police Auxiliary received a training
presentation by Rocky Mountain National Park (RMNP) and would discuss opportunities
to assist with traffic control and other activities within RMNP; Estes Valley Restorative
Justice would hold a special meeting to discuss the hiring process to replace the
Executive Director; a Trustee Talk session would be held on January 25, 2024; the Estes
Park Non-Profit Resource Center held a fundraising event and would be rebranding to
the Estes Non-profit Network; Rotary Club would hold the 32nd Duck Race; and the
Newcomers Club held a meeting in January with 60 people in attendance.
TOWN ADMINISTRATOR REPORT.
Town Administrator Machalek reviewed the quarterly report for Policy Governance Policy
3.3 Financial Planning. He stated full compliance with the policy guidelines.
He requested two Town Board members to participate in an interview to fill a vacancy on
the Estes Park Housing Authority Board of Directors to which Trustees Lancaster and
Martchink volunteered. He introduced Community Development Director Steve Careccia
and Interim Police Chief Ian Stewart who would be assisting the Town during Police
Department transitions.
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Board of Trustees – January 23, 2024 – Page 2
Town Clerk Williamson provided an update on the April 2, 2024 regular Municipal
Election. She referred the public to the web page www.estes.org/candidates for current
candidate information. Mayor candidates included Barbara MacAlpine and Gary Hall. She
stated a third Mayoral petition was being cured and the deadline to do so would be
January 29, 2024. Trustee Candidates included: Bill Brown, Bruce Darby, John Guffey,
Mark Igel, Frank Lancaster, Frank Theis, Nick Thomas, and Cindy Younglund. She stated
a League of Women Voters Forum would be determined at a later date and other election
dates would be published to the Town’s website.
Editor’s Note: The Mayoral petition was not cured and candidates John Guffey and Nick
Thomas withdrew by the deadline.
CONSENT AGENDA:
1. Bills.
2. Town Board Meeting Minutes and Study Session Minutes dated January 9, 2024.
3. Resolution 02-24 Intergovernmental Agreement with North Front Range
Transportation and Air Quality Planning Council for Funding of the US 34
Transportation Management Organization (TMO) in Estes Park.
4. Revised Policy 306 Leave.
5. Relocation of Whiskey Warm Up from Riverside Plaza to Bond Park in 2024 due
to road construction and public access.
6. Acceptance of Town Administrator Policy Governance Monitoring Report.
It was moved and seconded (Younglund/MacAlpine) to approve the Consent Agenda,
and it passed unanimously.
REPORTS AND DISCUSSION ITEMS: (Outside Entities).
1. ESTES PARK HOUSING AUTHORITY (EPHA) UPDATE. Manager Bangs stated
the updated Resolution for the American Rescue Plan Act (ARPA) funds was
approved by Larimer County Commissioners and the funding plan would be
prepared for Board consideration at a future meeting. She stated 6E revenue
received was approximately $5 million of which 88% would be used towards
workforce housing initiatives and was close to 2023 expectations. EPHA Director
Scott Moulton provided an update on housing in the Estes Valley. He reviewed 6E
funding plan goals including expanding staffing capacity dedicated to workforce
housing, purchase of workforce housing, land for future workforce housing
development or construction and development and operation of programs to
support access to affordable housing. Director Moulton stated the EPHA was
officially fully staffed and introduced Housing Program Manager Jeff Mabry,
Director of Real Estate Development Pete Levine and Housing Operations
Manager Jessica Moffett. He reviewed funding such as land banking through the
passing of Proposition 123. He reviewed property acquisition including the land
banking of 775 Riverside Drive (10-12 workforce homes), 0 Marys Lake Road (22+
workforce homes), and the preservation and conversion of Grand Estates which
was anticipated in February 2024. Future 2024 acquisitions included the
conversion of an existing 20 unit property to workforce homes and a public private
partnership which would create 16 new workforce homes. Director Moulton stated
the Castle Ridge project was in predevelopment with completed payoff expected
in January 2024, was nearing 50% design to add 24-26 new workforce homes with
the development approval process to begin in March 2024. Manager Mabry stated
EPHA continued to offer a rental assistance program and downpayment
assistance program with deed restriction. The EPHA would continue to identify
opportunities to assist the community to achieve sustainable housing. The Board
requested more details on the leveraged numbers provided in the presentation and
whether land banking included any matched funds.
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Board of Trustees – January 23, 2024 – Page 3
PLANNING COMMISSION ITEMS:
1. CONSENT ITEMS:
A. CONTINUANCE REQUEST FOR AMENDED PLAT, LOTS 8A, 9A, AND A
PORTION OF 10A OF THE FIRST RESUBDIVISION OF BUENNA VISTA,
TODD PHILLIPS, EP REAL ESTATE LLC OWNER/APPLICANT. It was
moved and seconded (Younglund/Cenac) to approve the Planning
Commission Consent Agenda, and it passed unanimously.
2. ACTION ITEMS:
A. RESOLUTION 03-24 COYOTE RUN SUBDIVISION PRELIMINARY PLAT,
CMS PLANNING & DEVELOPMENT, INC., FRANK THEIS. Mayor Koenig
opened the public hearing and Planner Hornbeck presented Resolution 03-24
for a subdivision preliminary plat at Lot 1 of the Dannels Addition
approximately 7.62 acres in size. The applicant requested subdividing the
existing property into four lots in the E-1 Estate residential zoning district. Staff
stated a previous iteration of the project was proposed and denied by the Town
Board on September 26, 2023. The proposed application would utilize the
existing E-1 zoning and development which meets the minimum one-acre lot
size. Access to lots one through three would be from Peak View Drive, utilizing
a shared driveway located within an access easement privately maintained by
the lot owners. The existing single-family home on Lot 4 would continue to
utilize the driveway from Peak View Drive, east of the proposed new access
point. The Estes Park Planning Commission (EPPC) at the December 19,
2023 meeting recommended approval according to the findings of fact and
subject to the following conditions of approval: The applicant shall provide a
ten-foot-wide concrete trail for the length of Peak View Drive frontage on lots
one and four; and any outstanding staff and referral agency comments shall
be addressed on the final subdivision plat. Kristine Poppitz/County resident
requested all the EPPC conditions be met, including curb cuts, and spoke
regarding a homeowners association (HOA) to maintain the private road.
Planner Hornbeck stated the development code does not require an HOA and
does require a shared maintenance agreement for the shared drive-way which
would be required with the final plat and recorded in perpetuity. The applicant,
Frank Theis stated he purchased the property in 2022. He stated interest in
providing affordable housing and provided history on the previously denied
application in 2023. He stated the neighbors have been supportive of 1-acre
lots which the application reflects. The applicant was requesting waiver of the
trail requirement due to the anticipated cost of $250,000 for the trail, curb and
underground drainage. The Board requested staff identify turn arounds for fire
vehicles on the diagram. Discussion ensued regarding the trail requirement
and alternate material options which may reduce costs. Engineer Bailey stated
the Trails Master Plan outlines the trail requirement with specific material to
extend the lifespan of the trail and use of alternate material would require more
frequent repairs over time. Town Administrator Machalek stated the Board
instituted the standards to make the Town more pedestrian friendly and
discouraged the Board from removing the requirement. Mayor Koenig closed
the public hearing, and it was moved and seconded (Hazelton/Martchink) to
approve Resolution 03-24, and it passed unanimously.
B. RESOLUTION 04-23 RAVEN SUBDIVISION PRELIMINARY PLAT,
HABITAT FOR HUMANITY OF THE ST. VRAIN VALLEY INC.,
OWNERS/APPLICANTS. Mayor Koenig opened the public hearing and
Planner Hornbeck presented Resolution 04-23 for a subdivision preliminary
plat to create five (5) lots in an R-1 single-family residential zoning district. The
subject property was identified as 0.82 acres of undeveloped land and
described as Lot 2A of the Ward Minor Subdivision. He stated the property
was rezoned from Residential Multi-family RM to Single-Family Residential on
November 14, 2023. The proposal included open space and drainage areas
on Lot 5 as required in the development code. Deed restrictions or covenants
would be required to ensure the properties remain attainable and would be
overseen by the EPHA. David Emmerson, Habitat for Humanity Executive
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Board of Trustees – January 23, 2024 – Page 4
Director and representative for the applicant, stated the property would
become a permanent part of the Housing Authority portfolio and was eager to
expand housing opportunities in the area. Planner Hornbeck stated review
criteria and EPPC findings from the November 21, 2023 meeting including the
condition the stormwater exhibit presented during the hearing be included into
the Stormwater Master Plan. Ginny Page/Town citizen and Joe Adair/County
resident stated support for the project and spoke regarding the workforce
housing units which have been added in the community and the benefits of
Habitat for Humanity. Mayor Koenig closed the public hearing, and it was
moved and seconded (Younglund/MacAlpine) to approve Resolution 04-
24, and it passed unanimously.
ACTION ITEMS:
1. INITIATED ORDINANCE PETITION – TO AMEND THE ESTES PARK
DEVELOPMENT CODE REGARDING DEVELOPMENT APPLICATIONS. Mayor
Koenig opened the public hearing and Town Clerk Williamson stated on November
17, 2023 a letter was sent to the petitioners, James and Kristine Poppitz, approving
the form of the petition to address development applications, which allowed the
petition to be circulated. Upon approval of the form of the petition, staff contacted
the Larimer County Elections Office and determined the total registered electors
within Estes Park. State statute 31-11-104 requires a petition to be signed by at
least 5% of the registered electors; the total number of signatures required was
established at 241. On December 1, 2023, the Town received 40 signed petition
sections containing 437 signatures. A Statement of Sufficiency was issued on
December 29, 2023 certifying the petition was signed by 5% or 241 registered
voters within the Town of Estes Park. Pursuant to State statute 31-11-110 no
protest of the initiated ordinance petition was filed by the 40-day protest period
which ended January 10, 2024. Staff stated the Board must either adopt the
Ordinance as written, or send the item to the voters. She stated the item could be
included on the April 2, 2024 ballot. Rebecca Urquhart/Town citizen and Kristine
Poppitz/County resident voiced support for the ordinance and if approved would
allow neighboring property owners the ability to provide input on development
applications prior to their submittal and review. Mayor Koenig closed the public
hearing. It was moved and seconded (Lancaster/Hazelton) to approve
Resolution 05-24, and it passed unanimously.
2. ORDINANCE 02-24 SUBMITTING BALLOT ISSUE 1A TO THE REGISTERED
VOTERS OF THE TOWN OF ESTES PARK ON THE APRIL 2, 2024 BALLOT.
Mayor Koenig opened the public hearing. In July 2014, voters approved the current
1% sales tax (1A) with an effective 10-year term ending June 30, 2024. Town
Administrator Machalek stated at the Board’s request, staff developed a new,
proposed 1% sales tax renewal package using local resident feedback from the
Town’s 2021 National Community Survey (NCS), the 2022 Comprehensive Plan,
results from the 2019 Stormwater Survey, and consultation with subject-matter
experts. The proposed package consisted of the following allocations: 46% street
maintenance, 28% stormwater infrastructure expansion, 12.5% trail expansion and
reconstruction, 9% wildfire mitigation and 4.5% powerline wildfire mitigation. Staff
requested Board approval of Ordinance 02-24 to send this question to the voters
on the April 2, 2024 ballot. Kent Smith/Town citizen stated support for the renewal
of the 1A sales tax. Mayor Koenig closed the public hearing and it was moved and
seconded (Hazelton/Cenac) to approve Ordinance 02-24, and it passed
unanimously.
3. ORDINANCE 03-24 TO GRANT A CABLE FRANCHISE TO TDS BROADBAND
SERVICE, LLC, AND A CABLE FRANCHISE AGREEMENT WITH TDS
BROADCAST SERVICE, LLC. Mayor Koenig opened the public hearing. In 2012,
a Cable Television Agreement was approved with Baja Broadband Operating
Company LLC, who was purchased by TDS Broadband Service, LLC. Town
Administrator Machalek stated staff coordinated with Town Attorney Kramer,
outside counsel and TDS to negotiate the proposed Cable Franchise Renewal
Agreement. He stated Ordinance 03-24 would re-enable local cable television
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Board of Trustees – January 23, 2024 – Page 5
channel streaming of meetings. He highlighted terms and conditions including: A
10-year term, the franchise fee would remain 5% of the grantee’s gross revenues,
and TDS would provide the Town $0.50 per subscriber per month to be used for
capital costs related to public, and educational and governmental access identified
as a new contribution to the Town from TDS. He acknowledged the current
economic climate has made staffing the local TDS office difficult and stated TDS
would maintain convenient and reasonable accessible methods for customers to
pay bills, receive and return equipment, obtain information related to services and
products, and speak with a customer service representative. The Board
questioned whether staff knew the number of subscribers and whether TDS would
offer to ship items to customers if staff are unavailable, and who would absorb
those costs. Mayor Koenig closed the public hearing and it was moved and
seconded (Younglund/MacAlpine) to approve Ordinance 03-24, and it passed
unanimously.
4. REVISED POLICY 671 FOR ECONOMIC DEVELOPMENT FUNDING. Town
Administrator Machalek stated the Town has invested in the Estes Park Economic
Development Corporation (EDC) since 2013. The proposed change would replace
the EDC as an entity eligible to apply for Town base funding with the Estes
Chamber of Commerce Economic Development Department. Staff stated the
funding was a positive step to continue to fund future economic development. EDC
Interim CEO John Schnipkoweit provided an overview of the Chamber Economic
and Workforce Development Council. Kent Smith/Town citizen provided an
overview of the formation of the EDC and stated the BASE program has had great
success and has become a county and statewide model program. Christina
Kraft/County resident and President of the Bank of Colorado and Tyson
Butler/Town citizen stated support for the policy revisions and spoke regarding the
partnership with the EDC and Chamber of Commerce. Board comments have
been summarized: Concerns were heard regarding the future of the EDC; the
importance of the Chamber identifying funding for future sustainability outside of
Town contributions; maintaining financial transparency between the organizations
would be of vital importance for the success of each organization; interest in
regular updates to the Board; the possibility of contributing half of the funds now
and providing the remaining half at a later date; and the community was
encouraged to utilize the services. It was moved and seconded
(Hazelton/MacAlpine) to approve revised Policy 671 for Economic
Development Funding, and it passed unanimously.
It was moved and seconded (Younglund/MacAlpine) to continue the meeting past 10:00
p.m., and it passed unanimously.
REQUEST TO ENTER EXECUTIVE SESSION:
It was moved and seconded (Hazelton/Cenac) to enter into executive session to
discuss purchase, acquisition, lease, transfer or sale of any real, personal, or other
property of interest – Section 24-6-402(4}(a}, C.R.S., and for a conference with an
attorney for the Board for the purposes of receiving legal advice on specific legal
questions - Section 24-6-402(4}(b}, C.R.S, and for the purpose of determining
positions relative to matters that may be subject to negotiations, developing
strategy for negotiations, and/or instructing negotiators Section 24-6-402(4}(e},
C.R.S. – Discussion of the Potential Purchase of Real Property at Several Potential
Locations for Relocation of the Police Department., and it passed unanimously.
The Board entered into executive session at 10:10 p.m. and concluded the executive
session at 10:43 p.m.
Whereupon Mayor Koenig adjourned the meeting at 10:44 p.m.
Wendy Koenig, Mayor
Bunny Victoria Beers, Deputy Town Clerk
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Town of Estes Park, Larimer County, Colorado January 23, 2024
Minutes of a Study Session meeting of the TOWN BOARD of the Town of
Estes Park, Larimer County, Colorado. Meeting held at Town Hall in the
Board Room in said Town of Estes Park on the 23rd day of January, 2024.
Board: Mayor Koenig, Mayor Pro Tem Cenac, Trustees Hazelton,
Lancaster, MacAlpine, Martchink, and Younglund
Attending: Mayor Koenig, Mayor Pro Tem Cenac, Trustees Hazelton,
Lancaster, MacAlpine, Martchink and Younglund
Also Attending: Town Administrator Machalek, Deputy Town Administrator
Damweber, Town Attorney Kramer, and Recording
Secretary Disney
Absent: None
Mayor Koenig called the meeting to order at 5:00 p.m.
FOCUS ON MUSEUM COLLECTIONS CARE: PLANNING FOR THE FUTURE.
Director Fortini provided an update on the proposed 2024 Estes Park Museum Strategic
Initiative. The focus of the initiative would be collections care, which has been deferred
for a number of years, as other public initiatives were prioritized and an increase in large
artifact donations. To help with the initiative, staff proposes the creation of term-limited
positions for a full-time Collections Assistant and part-time Visitor Coordinator. He
highlighted the advantages and disadvantages of the new positions, the initiative as a
whole, funding and contributions, and next steps. The Board discussed visitor
participation in the tours for Birch Ruins, Historic Fall River Hydroplant, and Downtown,
what would be needed to continue the tours, long-term plan for the Visitor Coordinator
duties following the completion of the term, community benefits of completing the
backlog of artifact donations, the amount of backlog artifacts, and funding and grant
options for the Museum. The Board directed staff to continue the process for the
strategic initiative and new positions.
UPDATED ADA TRANSITION PLAN
Manager Schumaker presented the updated Americans with Disabilities Act (ADA)
Transition Plan. He provided a history of the ADA and highlighted the Title II
requirements for public entities to perform a self-evaluation, maintain policies and
practices for accessibility, and a Transition Plan. The Town’s last self-evaluation and
Transition Plan was outdated and updating this has been identified as an objective in
the Town’s Strategic Plan. The drafted Evaluation and Transition Plan assessed publicly
accessed Town buildings, parks, playgrounds, parking areas, streets, and transit stops,
and identified improvements which have since been prioritized. He highlighted the high
priorities, costs of improvements, and public outreach. The Board discussed signage
compliance, responsibility of improvements to state highways, the deadline for updating
non-conforming areas, grant options, approximate year of completion for the non-
conforming areas, and liability of the Town for improvements.
PROPERTY TAX WORK-OFF PROGRAM.
Town Administrator Machalek presented the Property Tax Work-off Program which
would allow eligible individuals to work off a portion of their Town property taxes. He
provided background information on property tax work-off programs as allowed by
statute, eligibility requirements, counties which utilize this program, and Larimer
Counties former senior tax work-off program. Staff did not recommend the creation of a
program at this time due to the low mill levy, costs of the program, and job options. The
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Town Board Study Session – January 23, 2024 – Page 2
Board discussed the Food Tax Refund Program and local taxing districts utilizing a
property tax work-off program.
VEP EARTH DAY FESTIVAL.
Visit Estes Park (VEP) Director Opperman and Manager Paiement provided an update
on sustainability initiatives and Earth Week in Estes Park. They highlighted their current
efforts in obtaining the International Dark Sky Community Certification, accessible travel
options, the goals of events, the planned events for Earth Week including film festivals,
water symposium, storytelling, clean up day, and leave no trace training. The Board
discussed including Rocky Mountain National Park, Platte River Power Authority, and
Rocky Mountain Conservancy as potential contributors to the community roundtables,
the Town’s exterior lighting requirements in reference to dark-sky and plans for reducing
commercial lighting, inclusion of existing Earth Day events, and the event’s target
market.
TRUSTEE & ADMINISTRATOR COMMENTS & QUESTIONS.
Trustee Martchink mentioned an interest in converting the Transportation Advisory
Board (TAB) to a Transportation Advisory Ad-Hoc Committee. This results from TAB
agendas mainly consisting of staff updates, and flexibility for meetings for both staff and
appointed members. Trustee Martchink would discuss this option further with both TAB
and staff and provide more information to the Board.
FUTURE STUDY SESSION AGENDA ITEMS.
Trustee Martchink requested an update on the Downtown Loop and it was determined
to include this as part of the Board orientation following the regular municipal election in
April. Trustee Younglund requested a discussion on individuals obtaining insurance
within town and the Board directed staff to conduct further public outreach with the
community prior to a discussion. Town Administrator Machalek requested, and it was
determined, to add discussions for Electric Rate Study and Shared Parking Agreements
to Items Approved Unscheduled. He requested the Board provide topics for the
upcoming Joint Study Session with the Estes Park Planning Commission.
There being no further business, Mayor Koenig adjourned the meeting at 6:17 p.m.
Kimberly Disney, Recording Secretary DR
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Town of Estes Park, Larimer County, Colorado, December 20, 2023
Minutes of a Regular meeting of the TRANSPORTATION ADVISORY
BOARD of the Town of Estes Park, Larimer County, Colorado. Meeting held
in the Municipal Building in said Town of Estes Park on the 20th day of
December, 2023.
Board: Chair Belle Morris; Vice-Chair Kristen Ekeren; Members Javier Bernal,
Jessica Ferko, Ann Finley, Larry Gamble, Linda Hanick, Mark Igel, and
Gordon Slack; Trustee Patrick Martchink; Staff Liaison Greg Muhonen
Attending: Chair Morris; Members Bernal, Gamble, Hanick, and Slack; Director
Muhonen; Engineer Bailey; Supervisor Klein; Recording Secretary
McDonald; Public Attendee Joan Hooper
Absent: Vice-Chair Ekeren, Member Ferko, Member Finley, Member Igel, Trustee
Martchink
Chair Morris called the meeting to order at 12:28 p.m.
TAB APPRECIATION MEAL
During the annual appreciation meal, Director Muhonen thanked the TAB for their various
contributions as a Town advisory board. In particular, he mentioned the following issues
and projects where the TAB’s input and formal recommendations to the Town Board have
been vital: Parking Revenue Task Force; Selection Committee for the Multimodal
Transportation Plan (MTP); visioning for the Cleave Street Improvements project; and
letters of support for paid parking program initiatives.
PUBLIC COMMENT
Public Attendee Joan Hooper (Town resident) elaborated on the two TAB Public
Comment Forms she submitted earlier this day (Recording Secretary note: E-notification
of a second submitted form arrived after the first was copied for meeting distribution; both
forms are in the final packet on the Public Records Portal).
Discussion points from Resident Hooper’s comments included the current funds
allocation for the 1% sales tax renewal, and how activity from citizen groups can still
shape voter opinions prior to the April 2024 ballot; how to further engage public feedback
on the Town of Estes Park 2045 Transportation Plan (TP) survey; aspects of the survey
website and mapping tool that could be improved; and the value of hosting public
meetings.
TRUSTEE LIAISON UPDATE
None.
APPROVAL OF MINUTES DATED NOVEMBER 15, 2023
Transportation Advisory Board – December 20, 2023 – Page 2
It was moved and seconded (Slack/Hanick) to approve the November 15, 2023,
minutes, and it passed unanimously.
MOBILITY SERVICES UPATE
Supervisor Klein reported that the 2023 Paid Parking Program Year-End Report was
presented at the November 28 Town Board Study Session. The ordinance amending the
date by which paid parking rates are set for the next season was passed at the December
12 Town Board Meeting (deadline moved from December 31 to March 1).
The occupancy rate for free lots reported at the November meeting was adjusted to
exclude the major lots beyond the downtown core; this adjustment resulted in a 7% boost
from the targeted 85th percentile. The Estes Parking App will be sunset and replaced by
a website that users can bookmark to gauge real-time parking lot availability; this
information and access instructions will be detailed in a future news release. Park Mobile
is developing the Apple Pay tool for the 2024 paid parking season.
A complete report on the 2023 transit program will be presented at the February TAB
meeting. However, Supervisor Klein advised that the goal of 10k transit riders was just
barely missed, likely due to weather during the November 24 Catch the Glow parade.
TRANSPORTATION PLAN UPDATE
Supervisor Klein reported that participation in the TP survey continues to be promoted at
various community events. Comments provided through the Mapping Survey will be
received until the consultants finish the draft TP.
The Town’s application for the CMAQ (Congestion Mitigation and Air Quality) program
grant was presented and favorably received at the December 5 Upper Front Range
Transportation Planning Region (UFRTPR) meeting. An award of $1.2m is likely to be
approved in March 2024, with local match funds coming from monies previously budgeted
for transit operations.
Discussion points included contacting the Estes Park School District (EPSD) regarding
how the TP will address Safe Routes to School (SRTS) program initiatives; how the “living
document” nature of the TP ensures that comments submitted will continue to shape the
plan; and the overall goal of creating a public transportation “triangle” between Denver
International Airport (DIA), Loveland or Longmont, and Estes Park.
ENGINEERING UPDATE
Engineer Bailey reported that the second public meeting for Reclamation Neighborhood
Street Improvements (RNSI) would be held tonight to gather final comments regarding
parking and sidewalk placement options for 3rd Street and North and South Courts. The
bid should be released by early April.
The Estes Park Cycling Coalition (EPCC) provided some comments for the Graves
Avenue Improvements (GAI) project. The bid, which should be released in early February,
will let contractors decide the project’s means and methods to maintain two-way traffic.
Transportation Advisory Board – December 20, 2023 – Page 3
The Street Improvement Program (STIP) bid should be released in February. The
program budget reflects modified goals due to the possible sunset of 1A sales tax funds.
Final permits were approved for utility work on the Cleave Street Improvements (CSI)
projects. The bid should be released January 4, with construction aimed to start in March
and conclude in late 2024.
The UFRTPR advised that the Fall River Trail Extension (FRT) grant funds will be
accessible as early as January. However, the bid is on hold pending signed agreements
from the Colorado Department of Transportation (CDOT) for the Multimodal
Transportation and Mitigation Options Fund (MMOF) and Transportation Alternatives
Program (TAP) awards.
Discussion points for all projects included certain issues that the RNSI project cannot
resolve, such as cluster box location; sidewalk width factors for the GAI project; Pine Knoll
and other street segments impacted by the modified STIP budget; locations where fresh
striping or crosswalk signs may be needed; and paving activities at the Elkhorn Lodge.
ADMINISTRATIVE UPDATE
Director Muhonen advised that the 1% sales tax renewal topic is a good opportunity for
the TAB to educate the public and provide input on the measure, possibly through a
citizens’ committee. Signing up for the Town’s email distribution list is the best way to stay
informed about this topic and other Town business.
Four applications have been received for the Project Manager position. The Mobility
Services Manager position is not yet posted.
Having recently fielded an inquiry about Post Office parking during the Downtown Estes
Loop (DEL) project, Director Muhonen advised that Flatiron Constructors, Inc. (FCI) has
permission to use all but 10 spaces in the Post Office lot; supporting signage is posted.
The Town continues to provide snow removal to mitigate parking scarcity in the area.
Snow conditions have contributed to two minor crashes at the new US 36 and Community
Drive roundabout. Brief discussion ensued regarding chicanes and other methods used
at roundabouts to slow down drivers and prevent unnecessary speed-related accidents.
JUNE 2024 TAB MEETING RESCHEDULE
The TAB agreed to reschedule the June 2024 meeting from June 19 (Juneteenth holiday)
to June 26.
OTHER BUSINESS
Chair Morris acknowledged Member Gamble’s recent suggestion to add a regular agenda
item that follows up on past public comments received by the TAB. (Recording Secretary
note: As of January 2024, this item will be added to the monthly agenda as “Update on
Past Public Comment.”) Meanwhile, Chair Morris advised that she had followed up with
Transportation Advisory Board – December 20, 2023 – Page 4
CDOT regarding a recent public comment about certain crosswalks along Colorado
Highway 7 needing attention.
There being no further business, Chair Morris adjourned the meeting at 2:00 p.m.
/s/Lani McDonald, Recording Secretary
PUBLIC WORKS
Memo
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From: Robert Schumaker, Facilities and Parks Manager
Greg Muhonen, PE, Public Works Director
Date: February 13, 2024
RE: Resolution 06-24 Contract with Mountain View Commercial Cleaning for
2024 Janitorial Services
(Mark all that apply)
PUBLIC HEARING ORDINANCE LAND USE
CONTRACT/AGREEMENT RESOLUTION OTHER______________
QUASI-JUDICIAL YES NO
Objective:
Public Works staff seek approval from the Town Board for the 2024 janitorial services
contract with Mountain View Commercial Cleaning, Inc. (MVC).
Present Situation:
In December 2023 the Public Works Facilities staff posted a Request for Proposal
(RFP) for 2024 Janitorial Services on BidNet and through the Town website. This is an
attempt to consolidate the janitorial services into 1-3 competitively-procured contracts.
Previously, many of the Town divisions managed their own separate, negotiated
contracts for janitorial services.
The janitorial services need is separated into Peak-Season (May-October) and Off-Peak
Season (November-April) work elements contained in the following three work
schedules: Schedule 1 includes nine (9) municipal buildings and five (5) public restroom
locations. Schedule 2 includes all Event Center areas and the O’Connor Pavilion.
Schedule 3 includes the Visitor Center and the public restroom within.
Fee proposals were received from four vendors on January 4, 2024. Public Works
Facilities staff have confirmed the contractor’s capabilities and experience providing
janitorial services of similar cost and complexity in Estes Park. MVC submitted the
lowest cost fee proposals for all three work schedules.
The following table summarizes the janitorial service proposals received.
FINANCIAL TABLE ON PAGE 3 OF THE MEMO UPDATED BY STAFF DUE TO
QUESTIONS RAISED BY TRUSTEE MACALPINE DURING THE MEETING
TABULATION OF COST PROPOSALS
OPENING DATE 01/04/24
OPENING TIME 2:00 PM
Vendor Name Schedule 1 Cost Schedule 2 Cost Schedule 3 Cost Total Contract Cost
Mountain View Commercial Cleaning $294,173.00 $10,480.00 $98,980.00 $403,633.00
Canales Cleaning $2,089,500.00 $44,400.00 $581,500.00 $2,715,400.00
Local's Cleaning Crew LLC no proposal no proposal $109,650.00 $109,650.00
Way Finder Cleaning Services LLC no proposal no proposal $154,020.00 withdrew bid
Proposal:
Public Works staff propose approval of the service contract with MVC for all three work
schedules. This contract covers February thru December, 2024. January expenses
were contracted separately by change order to MVC.
Advantages:
•All janitorial services will be under one contract, and the Town will be able to
track expenditures for the janitorial services used for the separate buildings.
•Competitively-procured, rather than negotiated, pricing saves taxpayer dollars.
•Facilities staff have provided clearly defined cleaning expectations in all three
schedules, and the contractor will be held accountable to perform to the specified
scope of work.
Disadvantages:
•Consolidation of these services into one contract will increase the administrative
effort required from the Facilities staff to confirm correct processing of monthly
invoices in the early months of this consolidated service delivery.
•Reallocation of budgeted funds from other operational items was necessary to
budget for this work; however, the budgeted funding is now sufficient to pay for
all 2024 janitorial services and includes an allowance for emergency cleaning.
Action Recommended:
Public Works staff recommend approving the attached service contract with MVC for
2024 janitorial services.
Finance/Resource Impact:
Public Works staff recommend the Town Board approve the Janitorial Services contract
with MVC in the amount of $403,633 (janitorial services work for the months of February
thru December) and authorize spending the additional amounts of $33,636 and $16,172
to cover January costs and potential emergency cleaning needs. The total estimated
budget need is $453,441 for 2024 janitorial expenses. The original 2024 budgeted
amount is $291,922. Operating cost reallocations of other budgeted funds were made to
cover the added cost of 2024 janitorial services as shown below.
Year Schedule 1 Cost Schedule 2 Cost Schedule 3 Cost Total
2023 Actual $369,925 $38,560 $21,375 $429,860
2024 Budget $256,224 $11,915 $23,783 $291,922
2024 Rev Budget $330,035 $11,915 $111,491* $453,441
Total Budgeted Funds Reallocated to Janitorial Services = $161,519
*The Visitor Center public restrooms were moved from Sch 1 to Sch 3 in 2024
Level of Public Interest
The level of public interest is modest. Consistently clean public restrooms and buildings
are a baseline expectation of our residents, staff, and visitors.
Sample Motion:
I move for approval/denial of Resolution 06-24.
Attachments:
1. Resolution 06-24
2. MVC Contract for Janitorial Services
3. Schedules 1-3 Mountain View Cleaning Proposal
4. RFP Janitorial Services
5. Addendum 1 & 2 Janitorial Services
PUBLIC WORKS Memo
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From: Robert Schumaker, Facilities and Parks Manager
Greg Muhonen, PE, Public Works Director
Date: February 13, 2024
RE: Resolution 06-24 Contract with Mountain View Commercial Cleaning for
2024 Janitorial Services
(Mark all that apply)
PUBLIC HEARING ORDINANCE LAND USE
CONTRACT/AGREEMENT RESOLUTION OTHER______________
QUASI-JUDICIAL YES NO
Objective:
Public Works staff seek approval from the Town Board for the 2024 janitorial services
contract with Mountain View Commercial Cleaning, Inc. (MVC).
Present Situation:
In December 2023 the Public Works Facilities staff posted a Request for Proposal
(RFP) for 2024 Janitorial Services on BidNet and through the Town website. This is an
attempt to consolidate the janitorial services into 1-3 competitively-procured contracts.
Previously, many of the Town divisions managed their own separate, negotiated
contracts for janitorial services.
The janitorial services need is separated into Peak-Season (May-October) and Off-Peak
Season (November-April) work elements contained in the following three work
schedules: Schedule 1 includes nine (9) municipal buildings and five (5) public restroom
locations. Schedule 2 includes all Event Center areas and the O’Connor Pavilion.
Schedule 3 includes the Visitor Center and the public restroom within.
Fee proposals were received from four vendors on January 4, 2024. Public Works
Facilities staff have confirmed the contractor’s capabilities and experience providing
janitorial services of similar cost and complexity in Estes Park. MVC submitted the
lowest cost fee proposals for all three work schedules.
The following table summarizes the janitorial service proposals received.
TABULATION OF COST PROPOSALS
OPENING DATE 01/04/24
OPENING TIME 2:00 PM
Vendor Name Schedule 1 Cost Schedule 2 Cost Schedule 3 Cost Total Contract Cost
Mountain View Commercial Cleaning $294,173.00 $10,480.00 $98,980.00 $403,633.00
Canales Cleaning $2,089,500.00 $44,400.00 $581,500.00 $2,715,400.00
Local's Cleaning Crew LLC no proposal no proposal $109,650.00 $109,650.00
Way Finder Cleaning Services LLC no proposal no proposal $154,020.00 withdrew bid
Proposal:
Public Works staff propose approval of the service contract with MVC for all three work
schedules. This contract covers February thru December, 2024. January expenses
were contracted separately by change order to MVC.
Advantages:
• All janitorial services will be under one contract, and the Town will be able to
track expenditures for the janitorial services used for the separate buildings.
• Competitively-procured, rather than negotiated, pricing saves taxpayer dollars.
• Facilities staff have provided clearly defined cleaning expectations in all three
schedules, and the contractor will be held accountable to perform to the specified
scope of work.
Disadvantages:
• Consolidation of these services into one contract will increase the administrative
effort required from the Facilities staff to confirm correct processing of monthly
invoices in the early months of this consolidated service delivery.
• Reallocation of budgeted funds from other operational items was necessary to
budget for this work; however, the budgeted funding is now sufficient to pay for
all 2024janitorial services and includes an allowance for emergency cleaning.
Action Recommended:
Public Works staff recommend approving the attached service contract with MVC for
2024 janitorial services.
Finance/Resource Impact:
Public Works staff recommend the Town Board approve the Janitorial Services contract
with MVC in the amount of $403,633 (janitorial services work for the months of February
thru December) and authorize spending the additional amounts of $33,636 and $16,172
to cover January costs and potential emergency cleaning needs. The total estimated
budget need is $453,441 for 2024 janitorial expenses. The original 2024 budgeted
amount is $291,922. Operating cost reallocations of other budgeted funds were made to
cover the added cost of 2024 janitorial services as shown below.
Year Schedule 1 Cost Schedule 2 Cost Schedule 3 Cost Total
2023 Actual $282,406 $38,000 $18,851 $339,257
2024 Budget $256,224 $11,915 $23,783 $291,922
2024 Rev Budget $330,035 $11,915 $111,491* $453,441
Total Budgeted Funds Reallocated to Janitorial Services = $161,519
*The Visitor Center public restrooms were moved from Sch 1 to Sch 3 in 2024
Level of Public Interest
The level of public interest is modest. Consistently clean public restrooms and buildings
are a baseline expectation of our residents, staff, and visitors.
Sample Motion:
I move for approval/denial of Resolution 06-24.
Attachments:
1. Resolution 06-24
2. MVC Contract for Janitorial Services
3. Schedules 1-3 Mountain View Cleaning Proposal LINK
4. RFP Janitorial Services LINK
5. Addendum 1 & 2 Janitorial Services LINK
RESOLUTION 06-24
APPROVING A CONTRACT WITH MOUNTAIN VIEW COMMERCIAL CLEANING,
INC. FOR THE PROVISION OF 2024 JANITORIAL SERVICES FOR
THE TOWN OF ESTES PARK
WHEREAS, the Town Board wishes to enter a service contract referenced in the
title of this resolution for the purpose of 2024 janitorial services for the Town of Estes
Park.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF
THE TOWN OF ESTES PARK, COLORADO:
The Board approves, and authorizes the Mayor to sign, the service contract
referenced in the title of this resolution in substantially the form now before the Board,
and further authorizes the Public Works Director to pay Mountain View Commercial
Cleaning, Inc. up to a total amount of $453,441 if needed to address unanticipated
additional cleaning work that may be needed.
DATED this day of , 2024.
TOWN OF ESTES PARK
Mayor
ATTEST:
Town Clerk
APPROVED AS TO FORM:
Town Attorney
ATTACHMENT 1
ATTACHMENT 2
LOCATION CLEANING EXPECTATIONS FREQUENCY
Staff Rooms
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.3x per week
Lobbies, Vestibules,
Corridors, Hallways and
Staircases
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas. Wipe clean and disinfect drinking fountains.3x per week
Offices and Conference
Rooms
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.3x per week
Hallways
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.3x per week
Restrooms
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant.3x per week
Offices and Conference
Rooms
Clean chairs, counters and tables in lobby. Dust all horizontal objects and
bookshelves. Polish conference room tables and desks.1x per week
Hallways
Clean phones and computers (on rotation). dust all horizontal objects and
bookshelves.1x per month
Restrooms Clean windowsills. Clean all vents. Clean and disinfect stall walls.1x per month
Lobbies, Vestibules and
Corridors Dust vents, blinds, chairs and fans.1x per month
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1
Estes Park Municipal Building
170 MacGregor Avenue, Estes Park CO 80517
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE clean
at the bottom of this form, the total bid price will calculate on the last tab.
Staff Rooms
Dust all horizontal objects. Clean handles, knobs, appliance doors, coffee maker and
refrigerator. Clean interior of refrigerator, microwave and under coffee maker. Clean
blinds and remove stains from walls.1x per month
Offices and Conference
Rooms
Clean all waste containers. Clean both sides of glass window partitions. Clean all
vents and fans. Clean windowsills.1x per month
Hallways Clean all blinds. Wipe baseboards.1x per month
TOTAL AMOUNT PER CLEAN $357.00
LOCATION CLEANING EXPECTATIONS FREQUENCY
Windows Clean all Exterior Windows 1x per Quarter
TOTAL AMOUNT PER ONE WINDOW CLEANING $1,525.00
LOCATION CLEANING EXPECTATIONS FREQUENCY
General
Empty trash and replace liners.Sweep and mop floor. Wipe clean and disinfect sink
and drinking fountain.3x per week
Restrooms
Clean and disinfect all sinks, faucets & handles, door handles, baby changing
stations, toilets, urinals, and feminine disposal units with hospital-approved
disinfectant. Empty trash and sanitary napkin disposal units. Disinfect and replace
liners, refill soap, paper products, and scent cans (as needed). Replace light bulbs
and batteries for scent cans (as needed). Sweep quarry tile or concrete floors. Check
daily and mop stained areas.3x per week
Entries, Corridor,
Hallway & Squad
Room
Wipe clean and disinfect two drinking fountains, sweep tile floors, sweep exterior
doorway(15' away from building), straighten and arrange chairs, empty trash and
replace liners, arrange chairs.3x per week
Offices and Interview
Room (including copy
room)Empty trash and replace liners. Straighten and arrange chairs and furniture. 3x per week
Squad Room and
North Entry
Shake out all black rubber, finger-tip mats (15' away from building). Inspect and
sweep exterior sidewalks to 15'. Wet mop quarry tiles areas (never apply sealers or
wax). Spot clean around door jams, push plates, light switches, etc.. Remove finger
marks and smudges from glass partitions and counters. Wipe off heater units and
windowsills.1x per week
Hallway and Booking
Room
Vacuum rugs and carpets. Spot clean stained areas. Clean and disinfect drinking
fountains. Scrub tile floors with disinfectant solution.1x per week
Offices
Dust and disinfect cleared surfaces of desks, chairs, tables, windowsills, computer
monitors and towers, filing cabinets and other office furniture. Dust and sanitize phone
receivers and keypads. Vacuum all carpeted areas.1x per week
Kitchenette area
Wet mop tile floor. Wipe off table, chairs, windowsills, and appliances. Clean and
disinfect sink and counter, refrigerator door and handle, range, and coffee maker.1x per week
Restrooms
Clean and disinfect all wash basins, toilets, urinals (undersides), showers, and
disposal units with hospital-approved disinfectant. Mop floors with hospital-approved
disinfectant. Dust and vacuum all ceiling vents and fans. Clean and refill all
dispensers. 1x per week
Holding Cells and
Booking Areas *
Thoroughly clean, scrub and sanitize sink/toilet unit with disinfectant. Mop concrete
floor and bench with disinfectant. Wipe off steel door bars with disinfectant. *Treat
these areas carefully and follow Colorado Department of Public Health and
Environment regulations for handling of surfaces. Treat area as possibly
contaminated. 1x per week
Vestibules
Thoroughly clean all interior windows. Scrub and wet mop all quarry tiles floors. Wipe
off and clean display racks and glass cabinets. 1x per month
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Police Department
170 MacGregor Avenue, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Lobbies and Corridors
Thoroughly vacuum carpets and remove stains (approved non-bleaching). Dust and
clean hard to reach areas such as picture frames. Clean soiled areas on walls. Dust
or vacuum chairs, blinds, vents and fans. Wash waste containers. Clean and disinfect
sofas and chairs.1x per month
Offices
Thoroughly dust all chair rungs and roller bases, low molding, windowsills and
partition tops. Vacuum vertical blinds. Vacuum carpets in all hard to reach areas
under desks, windowsills, behind cabinets, along sides of file cabinets). Clean both
sides of office glass window partitions. Oil and polish furniture, paneling and door
frames. Sweep power vault.1x per month
Staff Rooms
Remove stains on doors and walls. Wash waste containers. Wipe down with
disinfectant all cabinet doors and shelves.1x per month
Restrooms
Clean walls, partition and showers. Disinfect locker doors. Wipe down with
disinfectant all cabinet doors and drawers.1x per month
Various Services Strip and wax tile floor in Kitchenette and Squad room.as needed
Various Services Wash light lens-interior. Notify Facilities Manager for replacement if bulbs don't light.as needed
Various Services Scrub kitchen sink in Kitchenette.as needed
Various Services
Clean jail area-floors, walls, restroom in cells, bed mattresses (disinfect). Check and
receive clearance from shift commander prior to entering jail area; perform this task
once per week or as requested. Floors can be washed with waters and squeegeed
into drains. as needed
Various Services Remove window screens and brush off. Vacuum window tracks twice per year.as needed
Various Services Provide thorough vacuuming prior to carpet steam cleaning contractor.as needed
TOTAL AMOUNT PER CLEAN $300.00
Police Bio-Hazard trash is part of this contract. Learn to proceed with proper specifications from Colorado
Department of Public Health and Environment.
2023 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND PUBLIC RESTROOMS
TOWN OF ESTES PARK
LOCATION CLEANING EXPECTATIONS FREQUENCY
Foyer
Clean windows, windowsills, front doors. Sweep and mop tiled floor. Vacuum carpeted
area. Empty trash and replace liners.2x per month
Meeting Room
Vacuum, dust, reset tables and chairs. Empty trash and replace liners. Clean windows and
wipe down windowsills.2x per month
Gallery Vacuum. DO NOT DUST ARTIFACTS. Empty trash and replace liners.2x per month
Meeting Room
Kitchenette Disinfect counters. Clean microwave. Scrub sink. Empty trash and replace liners.2x per month
Office Space Vacuum and dust. Empty trash and replace liners.2x per month
Public Restrooms (2)
Refill soap and paper products. Empty trash and sanitary containers and replace liners.
Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets, urinals and
baby changing stations. Sweep and mop floor with disinfectant.2x per month
Staff Bathroom
Refill soap and paper products. Empty trash and sanitary containers and replace liners.
Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets, urinals and
baby changing stations. Sweep and mop floor with disinfectant.2x per month
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE clean
at the bottom of this form, the total bid price will calculate on the last tab.
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
Schedule 1
Estes Park Museum
200 4th Street, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Museum Annex-public
bathroom
Refill soap and paper products. Empty trash and sanitary containers and replace liners.
Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets, urinals and
baby changing stations. Sweep and mop floor with disinfectant.1x per month
Museum Annex-
conference room clean windows, windowsills, and front doors, vacuum, empty trash replace liners. 1x per month
Museum Annex-Staff
break area Vacuum and dust. Empty trash and replace liners. Clean windows and wipe windowsills.1x per month
Museum Annex-Public
Hallway Clean windows, windowsills, and front doors. Mop and vacuum. Empty trash replace liners. 1x per month
Museum Annex- Offices Vacuum and dust. Empty trash and replace liners. Clean windows and wipe windowsills.1x per month
Museum Annex- Library
Area Vacuum and dust. Empty trash and replace liners. Clean windows and wipe windowsills.1x per month
Historic Fall River
Hydroplant
Clean all indoor/outdoor windows. Dry dust building/machinery. Vacuum hydroplant cement
floor. Sweep and mop. Disinfect bathrooms. Wipe down all surfaces. Clean toilets. Wipe
down stalls and countertops. once
Historic Fall River
Hydroplant
Deep clean in May. Clean all indoor/outdoor windows. Dry dust building/machinery.
Vacuum hydroplant cement floor. Sweep and mop. Disinfect bathrooms. Wipe down all
surfaces. Clean toilets. Wipe down stalls and countertops. once
Historic Fall River
Hydroplant Clean all windows once
TOTAL AMOUNT PER CLEAN-
Museum Annex
TOTAL AMOUNT PER CLEAN-
Historic Fall River Hydroplant
TOTAL AMOUNT PER CLEAN-
Museum Main Building $287.50
LOCATION CLEANING EXPECTATIONS FREQUENCY
Windows Clean all Exterior Windows 1x per Quarter
TOTAL AMOUNT PER ONE WINDOW CLEAN-
Museum Annex
TOTAL AMOUNT PER ONE WINDOW CLEAN-
Historic Fall River Hydroplant
TOTAL AMOUNT PER ONE WINDOW CLEAN-
Museum Main Building $225.00
LOCATION CLEANING EXPECTATIONS FREQUENCY
Entrance Area
Clean entry door glass inside and out. Vacuum all carpeted areas. Empty trash and
replace liners. Sweep and mop floor.1x per week
Breakroom
Sweep and mop floor. Clean and disinfect sink and countertops. Clean microwave
inside and out. Clean outside of refrigerator. Empty trash and replace liners.1x per week
Restrooms
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant.1x per week
Offices/Conference
Rooms
Vacuum all carpeted areas. Empty trash and replace liners. Polish conference room
tables (or as needed).1x per week
Hallways Vacuum all carpeted areas. Sweep and mop floor. Empty trash and replace liners.1x per week
Entrance Area Dust all horizontal objects. Clean windowsills.1x per week
Offices/Conference
Rooms Dust all horizontal objects. Clean interior glass. Clean blinds. 1x per week
Hallways Dust all horizontal objects. Clean interior glass. Clean blinds. 1x per week
TOTAL AMOUNT PER CLEAN $150.00
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Power and Communications Building
615 Elm Road, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Entrance Area
Clean entry door glass inside and out. Vacuum all carpeted areas. Empty trash and
replace liners. Sweep and mop floor.1x per week
Entrance Area Dust all horizontal objects. Clean windowsills.1x per week
Breakroom
Sweep and mop floor. Clean and disinfect sink and countertops. Clean microwave
inside and out. Clean outside of refrigerator. Empty trash and replace liners.1x per week
Restrooms
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant.1x per week
Offices/Conference
Rooms
Vacuum all carpeted areas. Empty trash and replace liners. Polish conference room
tables (or as needed).1x per week
Offices/Conference
Rooms Dust all horizontal objects. Clean interior glass. Clean blinds. 1x per week
Hallways Dust all horizontal objects. Clean interior glass. Clean blinds. 1x per week
Hallways Vacuum all carpeted areas. Sweep and mop floor. Empty trash and replace liners.1x per week
TOTAL AMOUNT PER CLEAN $225.00
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Water Department Building
1360 Brook Drive, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Break Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Wipe down all
surfaces. Empty trash and replace liners. Clean windows and wipe down windowsills.1x per week
Kitchenette
Disinfect counters, clean microwave, and scrub sink. Refill paper products. Empty
trash and replace liners.1x per week
Offices (3)
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.1x per week
Locker Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Empty trash and
replace liners. Wipe down all surfaces.1x per week
Restrooms (2)
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets
and urinals. Sweep and mop floor with disinfectant.1x per week
TOTAL AMOUNT PER CLEAN $145.00
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Trailblazer Building
1180 Woodstock Drive, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Break Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Wipe down all
surfaces. Empty trash and replace liners. Clean windows and wipe down windowsills.1x per week
Kitchenette
Disinfect counters, clean microwave, and scrub sink. Refill paper products. Empty
trash and replace liners.1x per week
Offices (3)
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.1x per week
Locker Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Empty trash and
replace liners. Wipe down all surfaces.1x per week
Restrooms (2)
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets
and urinals. Sweep and mop floor with disinfectant.1x per week
TOTAL AMOUNT PER CLEAN $162.50
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Parks Building
600 Big Thompson, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for
ONE clean at the bottom of this form, the total bid price will calculate on the last tab.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Break Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Wipe down all
surfaces. Empty trash and replace liners. Clean windows and wipe down windowsills.1x per week
Kitchenette
Disinfect counters, clean microwave, and scrub sink. Refill paper products. Empty
trash and replace liners.1x per week
Offices (2)
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.1x per week
Restrooms (2)
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant.1x per week
TOTAL AMOUNT PER CLEAN $112.50
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Fleet Building
575 Elm, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Break Room
Sweep and mop floors with disinfectant. Reset tables and chairs. Wipe down all
surfaces. Empty trash and replace liners. Clean windows and wipe down windowsills.
1x per week
Kitchenette
Disinfect counters, clean microwave, and scrub sink. Refill paper product. Empty trash
and replace liners.1x per week
Restrooms (2)
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant.1x per week
Offices (2)
Empty trash and replace liners. Sweep and mop (as applicable). Vacuum all carpeted
areas.
1x per week
TOTAL AMOUNT PER CLEAN $106.25
SCHEDULE 1 -
Estes Park Streets Building
577 Elm, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE
clean at the bottom of this form, the total bid price will calculate on the last tab.
Location Season Cleaning Expectations Frequency
Town Hall Restroom (2)Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler. Clean
all vents. Clean and disinfect stall walls. Clean glass on entry doors, inside and
outside.2x per day
Town Hall Restroom (2)Off-Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler. Clean
all vents. Clean and disinfect stall walls. Clean glass on entry doors, inside and
outside.1x per day
TOTAL AMOUNT PER CLEAN PEAK SEASON $75.00
TOTAL AMOUNT PER CLEAN OFF-PEAK $75.00
Location Season Cleaning Duties Frequency
Riverside Restrooms (2)Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls.2x per day
Riverside Restrooms (2)Off-Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls. 1x per day
TOTAL AMOUNT PER CLEAN PEAK SEASON $55.00
TOTAL AMOUNT PER CLEAN OFF-PEAK $55.00
Location Season Cleaning Duties Frequency
Estes Park Wiest Dr
Restrooms (2)Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls.
2x per day
Estes Park Wiest Dr
Restrooms (2)Off-Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls. 1x per day
TOTAL AMOUNT PER CLEAN PEAK SEASON $55.00
TOTAL AMOUNT PER CLEAN OFF-PEAK $55.00
Location Season Cleaning Duties Frequency
Estes Park Tregent
Restrooms (2)Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls. 2x per day
Estes Park Tregent
Restrooms (2)Off-Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls. 1x per day
TOTAL AMOUNT PER CLEAN PEAK SEASON $55.00
TOTAL AMOUNT PER CLEAN OFF-PEAK $55.00
Location Season Cleaning Duties Frequency
Performance Park
Restrooms (2) Seasonal Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls.
2x per day
Performance Park
Restrooms (2) Seasonal Off-Peak
Refill soap and paper products. Empty trash and sanitary containers and replace
liners. Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets,
urinals and baby changing stations. Sweep and mop floor with disinfectant. Vacuum
carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler (if
applicable). Clean all vents. Clean and disinfect stall walls. 1x per day
TOTAL AMOUNT PER CLEAN PEAK SEASON $55.00
NO OFF-PEAK FOR PERFORMANCE PARK
TOTAL BID FOR PEAK SEASON $295.00 *This will automatically populate with amounts from above
TOTAL BID FOR OFF-PEAK SEASON $240.00 *
Performance Park (seasonal)2)
Riverside Restrooms (2)
Estes Park Wiest Dr Restrooms (2)
Estes Park Tregent Restrooms (2)
PEAK SEASON- MAY 26- SEPTEMBER 30 2 x PER DAY 6AM & 2PM
OFF-PEAK SEASON - OCTOBER 1-MAY 25 1 x PER DAY 6AM
110 Riverside Drive, Estes Park CO 80517
239 West Elkhorn Avenue, Estes Park CO 80517
435 West Elkhorn Avenue, Estes Park CO 80517
435 West Elkhorn Avenue, Estes Park CO 80517
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 -
Estes Park Public Restrooms
577 Elm, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please note that all cleaning expectations are assumed in the cost for ONE clean. After you enter the amount for ONE clean at the bottom of this
form, the total bid price will calculate on the last tab.
You may want to enter the same amount for Peak and Off-Peak, but please note the frequency changes.
LOCATIONS
170 MacGregor Avenue, Estes Park, CO 80517
PUBLIC RESTROOMS
Town Hall Visitor Restrooms (2)
LOCATION ADDRESS
Unit of
Measure Unit Price Per Clean
Contract Total
Duration
Total Item Cost for
contract duration
Municipal Building 170 MacGregor Avenue, Estes Park CO 80517 Each $357.00 144 $51,408.00
Municipal Building Windows 170 MacGregor Avenue, Estes Park CO 80517 Each $1,525.00 4 $6,100.00
Police Department/ Dispatch 170 MacGregor Avenue, Estes Park CO 80517 Each $300.00 144 $43,200.00
Museum- Main Building 200 4th Street, Estes Park CO 80517 Each $287.50 22 $6,325.00
Museum- Main Building Windows 200 4th Street, Estes Park CO 80517 Each $225.00 4 $900.00
Museum Annex 200 4th Street, Estes Park CO 80517 Each $225.00 11 $2,475.00
Museum Annex Windows 200 4th Street, Estes Park CO 80517 Each $135.00 4 $540.00
Museum-Historic Hydroplant 1754 Fish Hatchery Rd, Estes Park, CO 80517 Each $275.00 1 $275.00
Museum-Historic Hydroplant Windows 1754 Fish Hatchery Rd, Estes Park, CO 80517 Each $250.00 1 $250.00
Power and Communication 615 Elm Road, Estes Park CO 80517 Each $150.00 48 $7,200.00
Water Department 1360 Brook Drive, Estes Park CO 80517 Each $225.00 48 $10,800.00
Trailblazer 1180 Woodstock Drive, Estes Park CO 80517 Each $145.00 48 $6,960.00
Parks Building 600 Big Thompson, Estes Park CO 80517 Each $162.50 48 $7,800.00
Fleet Building 575 Elm Road, Estes Park CO 80517 Each $112.50 48 $5,400.00
Streets Building 577 Elm Road, Estes Park CO 80517 Each $106.25 48 $5,100.00
Additional Public Restrooms Peak Season (May 1-October 31) Each $295.00 336 $99,120.00
Additional Public Restrooms Off-Peak Season (November 1-April 30)Each $240.00 168 $40,320.00
294,173.00
Emergency Cleaning Location Buildings on Schedule 1
Unit of
Measure Per Event
Rate for Emergency
Cleaning
Municipal Building 170 MacGregor Avenue, Estes Park CO 80517 Each 1 $175.00
Police Department/ Dispatch 170 MacGregor Avenue, Estes Park CO 80517 Each 1 $175.00
Museum 200 4th Street, Estes Park CO 80517 Each 1 $175.00
Power and Communication 615 Elm Road, Estes Park CO 80517 Each 1 $175.00
Parks Building 600 Big Thompson, Estes Park CO 80517 Each 1 $175.00
Fleet Building 575 Elm Road, Estes Park CO 80517 Each 1 $175.00
Streets Building 577 Elm Road, Estes Park CO 80517 Each 1 $175.00
Water Department 1360 Brook Drive, Estes Park CO 80517 Each 1 $175.00
Trailblazer 1180 Woodstock Drive, Estes Park CO 80517 Each 1 $175.00
Additional Public Restrooms Peak Season (May 1-October 31) Each 1 $175.00
Additional Public Restrooms Off-Peak Season (November 1-April 30)Each 1 $175.00
Addendum 1 12/14/2023
Mountain View Commercial Cleaning, Inc.Addendum 2 1/3/2024
Name of Bidding Company Addendum Date Received
PO Box 746 Berthoud 80513
Street Address City Zip Code
Total Bid Cost
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 1 - TOTAL BID FOR ALL BUILDINGS
CONTRACT DURATION: February 1-December 31st, 2024
The Contract Total Duration is a number set by the Town and should not be changed.
The unit price per clean should be entered in the individual building tab and it will populate this form.
Only enter prices for Emergency Clean on this form. Everything else will populate automatically.
Connie Stachowiak, VP Connie Stachowiak 1/3/2024
Authorized Signer and Title (Print)Authorized Signer (Signature)Date
Please List All Anticipated Subcontractors
Subcontractor Anticipated Tasks
LOCATION ADDRESS Unit Price Per Clean
Contract Total
Duration
Total Item Cost for
contract duration
Event Center 1125 Rooftop Way, Estes Park CO 80517 $280.00 22 $6,160.00
Event Center Special Events 1125 Rooftop Way, Estes Park CO 80517 $615.00 1 $615.00
Grandstand Bathrooms 1125 Rooftop Way, Estes Park CO 80517 $380.00 3 $1,140.00
Shower House 1125 Rooftop Way, Estes Park CO 80517 $380.00 3 $1,140.00
Pavilion Bathrooms 1125 Rooftop Way, Estes Park CO 80517 $325.00 3 $975.00
O'Connor Pavilion 1700 Fish Hatchery Rd, Estes Park, CO 80517 $150.00 3 $450.00Totalfor
Events $10,480.00
EMERGENCY CLEANING
LOCATION ADDRESS Unit Price Per Clean
Contract Total
Duration
Total Item Cost for
contract duration
Event Center 1125 Rooftop Way, Estes Park CO 80517 $175.00
Grandstand Bathrooms 1125 Rooftop Way, Estes Park CO 80517 $175.00
Shower House 1125 Rooftop Way, Estes Park CO 80517 $175.00
Pavilion Bathrooms 1125 Rooftop Way, Estes Park CO 80517 $175.00
O'Connor Pavilion 1700 Fish Hatchery Rd, Estes Park, CO 80517 $175.00
Addendum 1 12/14/2023
Mountain View Commercial Addendum 2 1/3/2024
Name of Bidding Company Addendum and Date Received
PO Box 746 Berthoud 80513
Street Address City Zip Code
Connie Stachowiak, VP Connie Stachowiak, VP 1/3/2024
Authorized Signer and Title (Print)Authorized Signer (Signature)Date
Please List All Anticipated
Subcontractor Anticipated Tasks
Emergency Cleaning based on PER CLEAN
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 2 - Total Cost
Estes Park Event Center
1125 Rooftop Way, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
All cleaning expectations are assumed in the amount per clean. This form will automatically populate once you have filled in amounts on the
expectations tab.
This is an estimate for how many cleanings from Feb 1- Dec 31,details will be worked out with the Event Center Staff and the Contractor before
each event.
LOCATION CLEANING EXPECTATIONS FREQUENCY
Front Lobby
Vacuum carpet and mop tile compass. Clean glass on all entry doors, inside and
outside. Disinfect door handles and light switches. Clean glass above window seats
as needed. Dust/disinfect front counters and map stand. Dust the top of document
rack. Clean protective plex-glass shields as needed. Empty trash and replace liners.
Empty recycle bins. Wipe kiosk. Wipe top of the fireplace. Immediate response for
vomit or other bodily fluids.
7x a week (Peak)
5x a week (Off-Peak)
After-Hours Area
Vacuum carpet outside public restrooms. Disinfect/wipe water fountain and bottle
filler. Dust after-hours area by community board. Restock all paper products. Clean
glass on entry doors, inside and outside.
7x a week (Peak)
5x a week (Off-Peak)
Kitchen
Empty trash and replace liners. Wipe counters. Clean/sanitize sink. Sweep and mop
floors. Vacuum rugs. Wipe boardroom table.
7x a week (Peak)
5x a week (Off-Peak)
Staff Offices
Empty trash and recycle bins from each of the 6 cubbies, 1 office, and workroom.
Vacuum all carpet including stairs and elevator.
7x a week (Peak)
5x a week (Off-Peak)
Staff Restroom and
Drinking Fountains
Sweep and mop floor with disinfectant. Disinfect door handles, light switch, counters,
paper towel dispenser, hand dryer, toilet paper dispenser, support boards, cabinet
handles, faucet and sinks and toilets (and any possible touched surface). Clean
mirrors. Refill soap and paper products (as needed). Empty Trash and replace liners.
7x a week (Peak)
5x a week (Off-Peak)
Front Lobby
Dust windowsills and mop stone compass (natural cleaners only; no harsh chemicals
or bleach). Check all carpets/rugs for gum/stains and remove if present. Move and
vacuum underneath brochure racks. Dust top edges of everything: fire extinguishers,
maps, thermostats, etc. Clean sides of trash cans and recycle bins as needed.
1x per week (Peak)
1x per week (Off-Peak)
2023 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 3 - Cleaning Expectations for Visitor Center
500 Big Thompson Ave, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
All cleaning expectations are assumed in the amount per clean.
Please enter in the amount for Peak and Off-Peak season as well as Special Cleaning at the bottom of this page. The total
will calculate on the TOTAL COST tab automatically.
Upstairs Storage Area Empty trash and replace liners. Sweep all wood floors. Vacuum loft. Dust furniture.
1x per week (Peak)
1x per week (Off-Peak)
Kitchen
Wipe down wall near trash as needed. Empty recycling under sink into recycle bins
upstairs. Disinfect clear counter tops (do not move anything), drawer handles,
refrigerator door handle, light switches, table and chairs. Sweep and mop floor and
vacuum rugs. Refill hand soap as needed,
1x per week (Peak)
1x per week (Off-Peak)
Staff Restroom Refill hand soap and toilet paper and clean mirror as needed.
1x per week (Peak)
1x per week (Off-Peak)
Lobby and Public
Restroom Area
Clean glass on maps. Clean baseboards. Dust vents. Dust/clean bell lights and all
lighting fixtures. Dust/wipe down all signage. Dust/disinfect seats and wipe down
under seats, by windows. Wipe down bottoms of chairs at front counter (bars where
feet are placed). Dust top edges of everything: fire extinguishers, maps, thermostats,
etc. Vacuum stairs, stairwells and inside elevator. Dust wood beams in lobby and loft.
1x per week (Peak)
1x per week (Off-Peak)
Offices and Workroom Clean baseboards. Dust shelves. Dust/wipe down furniture.
1x per week (Peak)
1x per week (Off-Peak)
Kitchen Clean microwave. Clean outside of refrigerator, dishwasher, and oven.
1x per week (Peak)
1x per week (Off-Peak)
Office in the Back of the
Building Vacuum and dust. Empty trash and replace liners.
2x per week (Peak)
2x per week (Off-Peak)
Hallways in the Back of
the Building Vacuum and dust.
2x per week (Peak)
2 per week (Off-Peak)
LOCATION SPECIAL CLEANINGS FREQUENCY
Loft Dust wooden support beams in loft.2x per year
Upstairs area Sweep/vacuum entire upstairs area. Clean window sills. Dust appliance tops.2x per year
Loft Clean baseboards in loft.2x per year
Lobby Clean above and in front of fireplace. Clean high window sills and ledges in lobby.2x per year
Visitor Center Clean all air vents. Clean all blinds (kitchen, boardroom, offices and call center).2x per year
TOTAL FOR ONE PEAK SEASON CLEAN =$155.00
TOTAL FOR ONE OFF-PEAK SEASON CLEAN =$155.00
TOTAL FOR ONE SPECIAL CLEANING =$175.00
this cost of ONE clean includes all tasks listed above
LOCATION CLEANING EXPECTATIONS FREQUENCY
PEAK SEASON- MAY 26-
SEPTEMBER 30
Estes Park Visitor Center
Restrooms 2
Refill soap and paper products. Empty trash and sanitary containers and replace liners. Clean and disinfect faucets,
door handles, sinks, counter tops, mirrors, toilets, urinals and baby changing stations. Sweep and mop floor with
disinfectant. Vacuum carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler. Clean all vents.
Clean and disinfect stall walls. Dust after-hour area by community board. Clean glass on entry doors, inside and
outside. (See Bid Schedule for peak season cleaning hours.) 14x per week
OFF-PEAK SEASON -
OCTOBER 1-MAY 25
Estes Park Visitor Center
Restrooms 2
Refill soap and paper products. Empty trash and sanitary containers and replace liners. Clean and disinfect faucets,
door handles, sinks, counter tops, mirrors, toilets, urinals and baby changing stations. Sweep and mop floor with
disinfectant. Vacuum carpet outside public restrooms. Disinfect/wipe water fountain and bottle filler. Clean all vents.
Clean and disinfect stall walls. Dust after-hour area by community board. Clean glass on entry doors, inside and
outside. (See Bid Schedule for off-peak season cleaning hours.)
7x per week
TOTAL FOR PEAK SEASON CLEAN $95.00
TOTAL FOR OFF-PEAK SEASON CLEAN $95.00
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 3 - Cleaning Expectations for
Visitor Center Public Bathrooms
Visitor Center
500 Big Thompson Ave, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
All cleaning expectations are assumed in the amount per clean. Please enter in the amount for Peak and Off-
Peak season at the bottom of this page. The total will calculate on the TOTAL COST tab automatically.
LOCATION Unit Price Per Clean
Estimated Quantity of
Cleanings
Total Item Cost for contract
duration
Visitor Center Peak-Season $155.00 154 $23,870.00
Visitor Center Off- Peak Season $155.00 182 $28,210.00
Visitor Center Special Services $175.00 2 $350.00
Visitor Center Bathrooms- Peak Season $95.00 308 $29,260.00
Visitor Center Bathrooms- Off-Peak $95.00 182 $17,290.00TotalCostfor
Visitor Center $98,980.00
Addendum 1 12/14/2023
Mountain View Commercial Cleaning, Inc.Addendum 2
1/3/2024
Name of Bidding Company Addendum and Date Received
PO Box 746 Berthoud 80513
Street Address City Zip Code
Connie Stachowiak, VP Connie Stachowiak, VP 1/3/2024
Authorized Signer and Title (Print)Authorized Signer (Signature)Date
Please List All Anticipated Subcontractors and Their Tasks
Subcontractor Anticipated Tasks
2024 JANITORIAL SERVICES FOR PUBLIC BUILDINGS AND
PUBLIC RESTROOMS-TOWN OF ESTES PARK
SCHEDULE 3 - Total Cost
Visitor Center
500 Big Thompson Ave, Estes Park CO 80517
CONTRACT DURATION: February 1-December 31st, 2024
Please enter the Unit Price Per clean for Emergency Cleanings. Everything else will
automatically populate the total.
Emergency Cleaning based on PER CLEAN
Emergency Cleaning Location
Visitor Center
Visitor Center Bathrooms- Peak Season
Visitor Center Bathrooms- Off-Peak
Unit Price Per Clean
1
Town of Estes Park Janitorial Services RFP 2024
Town of Estes Park
Request for Proposals
Janitorial Services for Public
Buildings and Restrooms for the
Town of Estes Park
February 1, 2024 – December 31, 2024
Robert Schumaker
Facilities and Parks Manager
Town of Estes Park
P.O. Box 1200
Estes Park, CO 80517
E-mail: rschumaker@estes.org
Proposals due by 2:00 PM MDT, January 4, 2024
Questions Due by 2:00 PM MDT, December 21, 2023
Final Addenda Posted Thursday, December 28, 2023
2
Town of Estes Park Janitorial Services RFP 2024
TABLE OF CONTENTS
I. ADMINISTRATIVE INFORMATION AND INSTRUCTIONS .................................... 3
A. GENERAL INFORMATION ................................................................................ 3
B. INQUIRIES AND CORRECTIONS ..................................................................... 4
C. SUBMITTAL DEADLINE AND LOCATION ....................................................... 4
D. LATE PROPOSALS ........................................................................................... 5
E. CONDITIONS OF PROPOSAL SUBMITTAL ..................................................... 5
F. PROPOSED SCHEDULE .................................................................................. 6
G. TERMS AND CONDITIONS ............................................................................... 7
II. SCOPE OF SERVICES ........................................................................................... 8
A. PROJECT CONDITIONS .................................................................................. 8
B. MUNICIPAL BUILDING(S) CLEANING EXPECTATIONS ............................... 10
C. GENERAL EXPECTATIONS WHEN CLEANING ............................................ 12
III. EXHIBIT A: BUILDING INFORMATION SUMMARIES .................................... 13-26
IV. EXHIBIT B: MAP OF SCHEDULE 1 ...................................................................... 27
V. EXHIBIT C: MAP OF SCHEDULE 2 ...................................................................... 28
VI. EXHIBIT D: MAP OF SCHEDULE 3 ...................................................................... 29
VII. ATTACHMENT 1: EVENTS SCHEDULE .............................................................. 30
VIII. ATTACHMENT 2: TOWN OF ESTES PARK SERVICES CONTRACT ................ 34
3
Town of Estes Park Janitorial Services RFP 2024
I. ADMINISTRATIVE INFORMATION AND INSTRUCTIONS
A. GENERAL INFORMATION
The Town of Estes Park is soliciting proposals from qualified contractors for
janitorial services for nine (9) municipal buildings and five (5) public restroom
locations.
Schedule 1
Janitorial Services Locations
Estes Park Municipal Building 170 MacGregor Avenue, Estes Park CO
80517
Estes Park Police
Department/Dispatch
170 MacGregor Avenue, Estes Park CO
80517
Estes Park Museum 200 4th Street, Estes Park CO 80517
Estes Park Power and
Communications Building
615 Elm Road, Estes Park CO 80517
Estes Park Parks Building 600 Big Thompson, Estes Park CO 80517
Estes Park Fleet Building 575 Elm Road, Estes Park CO 80517
Estes Park Streets Building 577 Elm Road, Estes Park CO 80517
Estes Park Water Department 1360 Brook Dr, Estes Park CO 80517
Trailblazer 1180 Woodstock Dr, Suite D, Estes Park,
CO 80517
Public Restrooms Cleaning Locations
Estes Park Town Hall
Restroom (2)
170 MacGregor Avenue, Estes Park, CO
80517
Riverside Restroom (2) 110 Riverside Drive, Estes Park CO 80517
Estes Park Wiest Drive
Restroom (2)
215 Moraine Avenue, Estes Park CO 80517
Estes Park Tregent Restroom
2)
239 West Elkhorn Avenue, Estes Park CO
80517
Performance Park Restroom
2) (seasonal)
417 West Elkhorn Avenue, Estes Park CO
80517
Schedule 1 will begin on February 1, 2024
4
Town of Estes Park Janitorial Services RFP 2024
Schedule 3
Janitorial Services Locations
Estes Park Visitor Center 500 Big Thompson Avenue, Estes Park, CO
80517
Estes Park Visitor Center
Public Restrooms
500 Big Thompson Avenue, Estes Park, CO
80517
Schedule 3 will begin on February 1, 2024
There will be an optional in-person pre-bid meeting on Tuesday, December
19th, 2023 at 2p.m. at 170 MacGregor Avenue, Estes Park CO 80517. There
will be an optional site visit after the meeting.
B.INQUIRIES AND CORRECTIONS
Questions should be directed to the Facilities Manager, Robert Schumaker, at
rschumaker@estes.org. Questions are due by 2:00 pm on Tuesday, December
21st, 2023. Proposals, the requirements for which are detailed in the RFP package,
are due to the Town of Estes Park no later than 2:00 pm on December 21, 2023.
If a proposing firm submitting a proposal finds discrepancies in, or omissions from,
this Request for Proposals (RFP), or should require additional clarification, a written
request for interpretation will be made by written addendum and will become part of
the RFP and Contract awarded. Town of Estes Park will not be responsible for the
accuracy of any VERBAL or ORAL EXPLANATIONS, INTERPRETATIONS, or
REPRESENTATIONS. All inquiries shall be made in writing and all responses will
be provided in writing as an addendum. To be given consideration, inquires must be
received by 2:00 pm Mountain Time, Tuesday, December 21, 2023.
All addenda will be available on the Rocky Mountain E-Purchasing System
RMEPS) website at BidNetDirect.com and on the Town of Estes Park website at
www.estes.org/RFP. The Town of Estes Park cannot guarantee accurate
information obtained from sources other than the RMEPS website and the Town
website.
Schedule 2
Janitorial Services Locations
Estes Park Event Center 1125 Rooftop Way, Estes Park CO 80517
Grandstand Bathrooms 1125 Rooftop Way, Estes Park CO 80517
Shower House 1125 Rooftop Way, Estes Park, CO 80517
Pavilion Bathrooms 1125 Rooftop Way, Estes Park, CO 80517
O’Connor Pavilion 1700 Fish Hatchery Rd, Estes Park, CO
80517
Schedule 2 will begin on February 1, 2024.
5
Town of Estes Park Janitorial Services RFP 2024
It shall be the responsibility of each proposing firm to verify that all addenda have
been received prior to submitting proposals, and to acknowledge the addenda in
the space provided on Exhibit Acceptance of Conditions Statement, which shall be
submitted with the proposal.
All inquiries relating to this RFP shall be addressed in writing via email message to:
Robert Schumaker, Facilities Manager, rschumaker@estes.org.
C. SUBMITTAL DEADLINE AND LOCATION
All proposals must be received in the Public Works Department by 2:00 pm (Mountain
Time) on Thursday, January 4, 2024. Proposals must be submitted through one of the
following means: email to Robert Schumaker or through the RMEPS website. No paper
copies of proposals will be accepted.
D. LATE PROPOSALS
Late proposals will not be accepted. Any proposals received after the submittal
deadline will not be opened.
CONDITIONS OF PROPOSAL SUBMITTAL
1) The proposal must be signed by a duly authorized official of the proposing firm
submitting the proposal.
2) No proposal will be accepted from any person, firm, or corporation that is in arrears
for any obligation to the Town of Estes Park, or that otherwise may be deemed
irresponsible or unresponsive by the Town of Estes Park staff or Board of
Trustees.
3) Only one proposal will be accepted from any one person, firm, or corporation.
4) You may bid on any one of the schedules or a combination of schedules. Please clearly
identify which schedule(s) you are bidding on in your proposal document.
5) The Town of Estes Park reserves the right to reject any and all proposals or any
part thereof. The right is reserved to waive any formalities or informalities
contained in any proposal, and to award a contract to the most responsive and
responsible proposing firm as deemed in the best interest of the Town and
supporting organization providing financial assistance to this project.
6) All proposals shall be prepared in a comprehensive manner as to content, but no
necessity exists for expensive or promotional material. Submittal of an electronic
version of the proposal is required.
6
Town of Estes Park Janitorial Services RFP 2024
7) All costs, including travel and expenses, incurred in the preparation of this proposal
shall be borne solely by the proposing firm.
8) The Town of Estes Park reserves the right to negotiate final terms with the
selected proposer that may vary from those contained in this document.
9) The Town of Estes Park reserves the right to request and contact a client list from
the proposer, for the purpose of determining potential conflicts of interest. This list
shall be considered proprietary.
7
Town of Estes Park Janitorial Services RFP 2024
PROPOSED SCHEDULE
Request for Proposals Issued Monday, December 12, 2023
Optional Pre-Bid Meeting Tuesday, December 19, 2023
Final questions due, 2:00 pm Mountain Time Thursday, December 21, 2023
Final addenda released Thursday, December 28, 2023
Proposals due, 2:00 pm Mountain Time Thursday, January 4, 2024
Anticipated Notice of Award Friday, January 5, 2024
Signed contract due from successful bidder Wednesday, January 10, 2024
Anticipated contact execution by Town Wednesday , January 24, 2024
Anticipated Notice to Proceed Friday, January 26, 2024
Anticipated project start date February 1, 2024
Anticipated project completion date December 31, 2024
Town of Estes Park Janitorial Services RFP 2024 8
E. TERMS AND CONDITIONS
1) Financial Obligation
a. The Town anticipates appropriating funds for this service. All funds made
available for the project shall be at the sole discretion of the Town and subject
to annual appropriations. The Town reserves the right to cancel this RFP at
any time, without penalty.
2) Compensation Payment Schedule
a. The contractor shall bill the Town monthly on a per account basis for services
provided. Within 60 days of the start of the contract, the contractor shall
coordinate with the Town’s Facilities Manager to establish mutually acceptable
billing forms. The Town will retain full auditing rights of contractor’s accounting
records as they pertain to the Town’s contract.
3) References
a. References contained in this RFP submitted by contractor are an intricate part
of qualifications. References must be accurate. Contractor authorizes the
Town to verify any and all information contained in the RFP from references
contained herein and hereby releases all those concerned providing
information as a reference from any liability in connection with any information
supplied.
4) Ownership of Documents
a. The Town shall own all documents submitted or generated during this proposal
process or thereafter. The contractor will not be compensated for generating,
producing, or duplicating any proposal materials associated with this RFP. All
information submitted for proposal evaluation will be considered official
information acquired in confidence and the Town will use its best efforts to
maintain confidentiality to the extent permitted by law.
Town of Estes Park Janitorial Services RFP 2024 9
II. SCOPE OF SERVICES
A. Project Conditions.
1) The cleaning schedule for all three schedules is as follows:
Schedule 1
Town Hall is cleaned three (3) days per week, 52 weeks per year. Cleaning
work hours are 4:30 pm to 8:30 pm weekdays and 8:00am- 8:30pm
weekends.
Police Department is cleaned three (3) days per week, 52 weeks per year.
Cleaning work hours for Police Department (in Town Hall) are 4:30 pm to 8:30
pm weekdays and 8:00am- 8:30pm weekends.
Estes Park Museum is cleaned on every other Tuesday of the month between
the hours of 10:00 am – 5:00 pm.
Power and Communications is cleaned once (1) per week, 52 weeks per year.
Cleaning work hours are 4:30 pm to 8:30 pm weekdays.
Parks Division building is cleaned once per week on Friday’s after 5:00pm or
on the weekends.
Water Department is cleaned once (1) per week
Trailblazer is cleaned once (1) per week.
Fleet Division building is cleaned once (1) per week.
Streets Division building is cleaned once (1) per week.
Public Restrooms are cleaned as follows:
Peak Season: twice per day, one at 6:00 am the other at 4:00 pm seven (7)
days per week.
Off-Peak Season: once per day at 6:00 am, seven (7) days per week.
All public restrooms are to be locked and secured at 9 pm and reopened at
6 am after cleaning.
Schedule 2
Event Center is cleaned every other week and immediately after scheduled
events. See attachment 1 for event schedule from 2023.
Schedule 3
Visitor Center is cleaned five (5) days per week, 52 weeks per year.
The Visitor Center Public Restrooms are cleaned (7) days a week as follows:
Peak Season: twice per day, one at 6:00 am the other at 4:00 pm seven (7)
days per week.
Off-Peak Season: once per day at 6:00 am, seven (7) days per week.
All public restrooms are to be locked and secured at 9 pm and reopened at 6
am after cleaning.
Town of Estes Park Janitorial Services RFP 2024 10
2) Agreements for Schedule 1, Schedule 2 and Schedule 3 shall be for February 1,
2024 - December 31, 2024, unless terminated by either party. This contract for
Schedule 1, Schedule 2 and Schedule 3 shall be renewable with the option of three
additional renewals beginning January 1, 2025, on an annual basis, upon the
agreement of both parties. Rates as well as project conditions may be negotiated
during the annual renewal.
3) A minimum of thirty (30) days shall be given by the contractor with written notice of
termination of this agreement. The Town reserves the right to terminate this contract
with seven (7) days’ notice if, following written dissatisfaction with project conditions
or cleaning expectations, the contractor has not responded to and corrected the
problem area(s). Further, the Town reserves the right to deny access to any
personnel who do not pass a background test.
4) A monthly cost shall be established for custodial/janitorial services. An invoice shall
be submitted on the first of the month for the previous month's services for the
number of cleaning events. Payment shall be made as per the written schedule. The
Town, at their discretion, reserves the right to withhold up to 100 percent of the
invoice amount if satisfactory work is not accomplished within the specifications as
written. The Town will identify, in writing, areas requiring additional attention. If the
concern area is not brought into compliance within 24 hours, the Town may deduct
the full cost of corrective work completed by others per incident, plus the option
above.
5) The approved contractor and their personnel shall be subject to police records and a
background check. The contractor shall submit a list of personnel and their dates of
birth following proposal acceptance. They will obtain clearance and Town ID from law
enforcement prior to entry into the Police Department and Town Hall. For protection
of confidential records, the contractor may be requested to obtain clearance for
daytime entry and each time it is necessary to enter sensitive areas for cleaning such
as computer rooms, records storage, or the Police Communications Center. A sign
in/out system may also be required at the discretion of the Police Department.
Proposed new or replacement personnel shall be approved by the Town prior to any
work within the Town Hall.
6) The Town of Estes Park will furnish all replaceable toilet paper, hand towel paper,
soap for hand dispensers and air fresheners. The Town will also provide trash bags
for the trash receptacles. The contractor shall furnish all materials, solvents, soaps,
scrubbing supplies, equipment, and supplies to perform the cleaning services. The
Town shall approve materials, equipment, and supplies for use. Liquid cleansers
shall be used on all porcelain fixtures. All chemical materials supplied by the
contractor shall include MSDS sheets from the manufacturer. MSDS sheets shall be
kept on site (in Town Hall) in a location identified to the Town. Materials handled and
used by the contractor shall be in accordance with MSDS sheets.
7) The Contractor shall appoint a supervisor to oversee cleaning operations and to work
with the Town's representative to solve any problems that may arise. They shall be
readily available to handle complaints or carry out instructions regarding cleaning
operations. A cell phone number and email address are required for service calls as
well as emergency contact.
Town of Estes Park Janitorial Services RFP 2024 11
8) All contractor employees or contract workers shall receive a copy of these
specifications.
9) The contractor shall provide the following minimum insurance coverage and shall
provide insurance certificates to the Town showing proof of coverage and naming the
Town as certificate holder & additionally insured.
Workmen's Compensation for all employees.
General Liability Coverage in an amount not less than $150,000 per injury and
600,000 per occurrence. Town shall be named as additionally insured.
Certificate shall require that the Town be given thirty (30) days’ written
notice prior to cancellation of the included policies.
10) The Town of Estes Park reserves the right to reject any or all bids. The Town may
not select the contractor(s) based on cost only. Performance, experience, and
references will also carry strong content in the Town’s opinion and selection.
11) Successful contractor shall obtain an annual Business License prior to the start
date.
12) Regardless of existing conditions at contract beginning, all work areas shall be
brought into compliance within the first month.
13) Contractor shall have a minimum of two (2) years’ experience as a professional
janitorial service.
14) Additional work including emergency cleanup may be requested of the contractor
by the Town. When agreed to, the contractor will be paid on a per event basis for
tasks, at a rate stated on the Bid Schedule sheet. The Facilities and Parks
Manager will contact the contractor when an emergency cleanup is needed. The
Town requires that the contractor respond to any emergency cleanup within one
1) hour of notification. If the contractor cleaning crew notices an emergency
situation during their daily activities, then the Facilities Manager needs to be
notified and approve of anything outside the regular cleaning activities.
15) Special Events: Throughout the year, some local events are staged out of Town
Hall and the downtown area. During these events, the public restrooms and
occasionally Town Hall rooms need a scheduled extra cleaning. Any additional
service or labor provided by this contract and contractor and their staff shall be
billed directly to the Facilities Department. A detailed invoice shall be provided to
the Facilities and Parks Manager.
16) Other events that are Town-facilitated (Catch the Glow Parade, Citizens
Information Academy, project meetings, public meetings, etc.) are standard
operations of local government, and are included in this contract as incidental.
17) Violation of this provision shall be grounds for immediate termination of the
contract.
Town of Estes Park Janitorial Services RFP 2024 12
MUNICIPAL BUILDING(S) CLEANING EXPECTATIONS
A. GENERAL EXPECTATIONS WHEN CLEANING
1) Turn off lights.
2) Close and latch all windows.
3) Shut doors.
4) Organize supply closet (in each building) with cleaning supplies.
5) Verify the building is secure before leaving.
6) Report any concerns or maintenance issues to the Facilities Manager.
B. All Town buildings will be cleaned according to the following expectations. The timing
of the cleaning will vary from building to building, and the contractor will need to check
the Bid Schedule for detailed instructions. Any exceptions will be clearly defined by the
Town in the proposal. Questions about how to clean a specific area should be directed
to the Facilities Manager.
RESTROOM CLEANING
Refill soap and paper products
Empty trash and sanitary containers, and replace liners
Clean and disinfect faucets, door handles, sinks, counter tops, mirrors, toilets, urinals, and
baby changing stations
Sweep and mop floor with disinfectant
Clean all vents
Clean and disinfect stall walls
Vacuum carpet outside public restrooms (if applicable)
Disinfect/wipe water fountain and bottle filler (if applicable)
LOBBY, GALLERY, VESTIBULE, HALLWAY, STAIRCASES
AND CORRIDOR CLEANING
Wipe clean and disinfect drinking fountains
Sweep and mop (as applicable)
Vacuum all carpeted areas
Wipe down chairs, counters, and tables with disinfectant
Dust all horizontal objects, and wipe baseboards
Empty trash and replace liners (as applicable)
OFFICE AND CONFERENCE ROOM CLEANING
Empty trash and replace liners
Sweep and mop (as applicable)
Vacuum all carpeted areas
Wipe down chairs, counters, and tables with disinfectant
Dust all horizontal objects
Polish conference room tables and desks as needed
KITCHEN/KITCHENETTE, BREAKROOM, LOCKER ROOM
Town of Estes Park Janitorial Services RFP 2024 13
AND WORKROOM CLEANING
Empty trash and replace liners
Sweep and mop (as applicable)
Vacuum all carpeted areas
Wipe down chairs, counters, and tables with disinfectant
Dust all horizontal objects
Clean cabinet and kitchen appliance handles, knobs, and doors; clean interior and exterior
of microwave and refrigerator; clean under coffee maker
III. EXHIBIT A – BUILDING INFORMATION SUMMARIES
SCHEDULE 1
Building Name: Town Hall
Frequency of Cleaning: 3 days per week
Address: 170 MacGregor Avenue, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 4:30pm-8:30pm Weekdays
Number of Floors: 2
Total Square Feet: 30,507
ROOMS TO BE CLEANED
Restrooms
Stairwells
Hallways
Lobby, Vestibule, or Corridor
Kitchen/Kitchenette
Elevators
Drinking Fountains
Offices and Conference Room
Special Instructions: Windows to be cleaned every Quarter.
Town of Estes Park Janitorial Services RFP 2024 14
Building Name: Police Department/ Dispatch
Frequency of Cleaning: 3 days per week
Address: 170 MacGregor Avenue, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 4:30pm-8:30pm Weekdays
Number of Floors: 2
Total Square Feet: 4,307
ROOMS TO BE CLEANED
Restrooms
Stairwells
Hallways
Lobby, Vestibule, or Corridor
Holding Cells and Booking Areas
Kitchen/Kitchenette
Elevators
Drinking Fountains
Offices and Conference Rooms
Squad Room and North Entry
Special Instructions:
Cleaning of the holding cells and booking areas needs to follow the Colorado Department
of Public Health & Environment (CDPHE) regulations for handling of surfaces. Treat all
areas as possibly contaminated. There may be a need for emergency cleaning of the
holding cells and booking areas—please see the bid schedule for more information. All
cleaning personnel that work in the Police Department area must be fingerprinted and
pass a background check before entering secured areas.
Town of Estes Park Janitorial Services 2024 15
Building Name: Estes Park Museum
Frequency of Cleaning: Every other week (Tuesday preferred)
Address: 200 4th Street, Estes Park, CO 80517
Facility Hours: Wednesday-Saturday 10am-4pm
Cleaning Hours: Tuesday from 9-4pm, or before 10am Wednesday.
Number of Floors: 1
Total Square Feet: 6,017
MUSEUM MAIN BUILDING ROOMS TO BE CLEANED
Foyer
Meeting Room
Gallery
Meeting Room Kitchenette
Office Space
Public and Staff Restrooms
Drinking Fountains
Special Instructions:
Do not dust artifacts. Windows to be cleaned every Quarter.
MUSEUM ANNEX ROOMS TO BE CLEANED
Public Bathrooms (1)
Staff Break Area
Public Hallway
Offices
Library
Special Instructions:
Do not dust artifacts. Windows to be cleaned every Quarter.
HISTORIC FALL RIVER HYDROPLANT- DEEP CLEAN ONE PER YEAR IN MAY—
ONCE PER MONTH, JUNE, JULY AND AUGUST
Indoor/Outdoor Windows
Dry Dust Building/Machinery
Vacuum Cement Floor
Restrooms
Drinking Fountains
Special Instructions:
Do not dust artifacts. Windows to be cleaned every Quarter.
Town of Estes Park Janitorial Services 2024 16
Building Name: Power and Communications
Frequency of Cleaning: 1 days per week
Address: 615 Elm Road, Estes Park CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 1
Total Square Feet: 9,900
ROOMS TO BE CLEANED
Entrance Area
Breakroom
Restrooms
Offices and Conference Rooms
Hallways
Drinking Fountains
Special Instructions:
Town of Estes Park Janitorial Services 2024 17
Building Name: Estes Park Parks Building
Frequency of Cleaning: Weekly on Monday
Address: 600 Big Thompson Avenue, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 1
Total Square Feet: 2,750
ROOMS TO BE CLEANED
Breakroom
Kitchen/Kitchenette
Offices (3)
Locker Room
Restrooms (2) and Drinking Fountains
Special instructions:
Town of Estes Park Janitorial Services 2024 18
Building Name: Estes Park Fleet Shop
Frequency of Cleaning: Weekly on Tuesday
Address: 575 Elm Road, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 1
Total Square Feet: 1,000
ROOMS TO BE CLEANED
Breakroom
Kitchen/Kitchenette
Offices and Conference Rooms
Restrooms (2)
Drinking Fountains
Special Instructions:
Town of Estes Park Janitorial Services 2024 19
Building Name: Estes Park Street Shop
Frequency of Cleaning: Weekly on Wednesday
Address: 577 Elm Road, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 1
Total Square Feet: 1,000
ROOMS TO BE CLEANED
Breakroom
Kitchen/Kitchenette
Restrooms (2) and Drinking Fountains
Offices (2)
Special instructions:
Town of Estes Park Janitorial Services 2024 20
Building Name: Water Department
Frequency of Cleaning: 3 days per week
Address: 1360 Brook Drive, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 3
Total Square Feet:
ROOMS TO BE CLEANED
Entrance Area
Breakroom
Restrooms
Offices and Conference Rooms
Hallways
Drinking Fountains
Special Instructions:
Town of Estes Park Janitorial Services 2024 21
Building Name: Trailblazer
Frequency of Cleaning: Once per week
Address: 1180 Woodstock Drive
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 1
Total Square Feet:
ROOMS TO BE CLEANED
Entrance Area
Breakroom
Restrooms
Offices and Conference Rooms
Hallways
Drinking Fountains
Special Instructions:
Town of Estes Park Janitorial Services 2024 22
Building Name: Estes Park Public Restrooms
Frequency of Cleaning: Daily (see Bid Schedule)
Address: See individual tables for addresses
Facility Hours:
Cleaning Hours: Peak Season (twice per day 6 am & 2 pm). All Public
Restroom are to be locked and secured at 9 pm and
reopened after 6 am cleaning except Town Hall which is
to remain open 24 hours per day.
Off-Peak Season (once per day: morning 6 am)
TOWN HALL PUBLIC RESTROOMS (2)– 600 SF
Number of Stalls 10
Number of Urinals 3
Number of Sinks 6
Number of Baby changing stations 2
Drinking Fountain 2
Special Instructions:
Peak and Off-Peak Season cleaning schedule applies.
RIVERSIDE RESTROOMS (2) – 518 SF
Number of Stalls 6
Number of Urinals 3
Number of Sinks 5
Number of Baby changing stations 2
Drinking Fountain 0
Special Instructions:
Peak and Off-Peak Season cleaning schedule applies.
ESTES PARK WIEST DRIVE RESTROOMS (2) – 575 SF
Number of Stalls 5
Number of Urinals 2
Number of Sinks 6
Number of Baby changing stations 2
Drinking Fountain 1
Special Instructions:
Peak and Off-Peak Season cleaning schedule applies.
ESTES PARK TREGENT RESTROOMS (2) – 884 SF
Number of Stalls 6
Number of Urinals 3
Number of Sinks 4
Number of Baby Changing Stations 2
Drinking Fountain 2
Special Instructions:
Peak and Off-Peak Season cleaning schedule applies.
Town of Estes Park Janitorial Services 2024 23
ESTES PARK PERFORMANCE PARK (PEAK SEASON ONLY) (2) – 850 SF
Number of Stalls 6
Number of Urinals 1
Number of Sinks 4
Number of Baby changing stations 2
Drinking Fountain 2
Special Instructions:
These bathrooms will only be open during Peak Season; therefore, they will need to be on
the regular cleaning schedule, May 1-October 31.
Town of Estes Park Janitorial Services 2024 24
SCHEDULE 2
Building Name: Estes Park Event Center
Frequency of Cleaning: Weekly (TBD)
Address: 1125 Rooftop Way, Estes Park, CO 80517
Facility Hours: M-F 8am-5pm
Cleaning Hours: 5pm until 7am
Number of Floors: 2
Total Square Feet: 11,500
MAIN EVENT CENTER BUILDING ROOMS TO BE CLEANED –6472 sf
Event Center Office
Lobby, Vestibule, or Corridor
Kitchen/Kitchenette
Offices and Conference Rooms
Restrooms
Special Instructions:
Clean protective plex-glass shields as needed.
MAIN EVENT CENTER BUILDING PUBLIC RESTROOMS (3) –1600 sf
Number of Stalls 18
Number of Urinals 4
Number of Sinks 12
Number of Baby Changing Stations 3
Drinking Fountain 3
Special Instructions:
These bathrooms will only be open during Peak Season; therefore, they will need to be on
the regular cleaning schedule, May 1-October 31.
PAVILION BATHROOMS (3) –841 sf
Number of Stalls 14
Number of Urinals 3
Number of Sinks 8
Number of Baby Changing Stations 3
Drinking Fountain 4
Special Instructions:
To be cleaned the morning after an event. Clean divider walls as needed, including top
rails. Refill only completely empty rolls of toilet paper.
SHOWER HOUSE (2) –960 sf
Town of Estes Park Janitorial Services RFP 2024 25
Number of Stalls 11
Number of Urinals 3
Number of Sinks 4
Number of Baby Changing Stations 2
Drinking Fountain 0
Showers 6
Special Instructions:
To be cleaned the morning after an event. Clean divider walls as needed, including top
rails. Clean shower walls, shower faucets, and handles. Refill only completely empty rolls
of toilet paper.
GRANDSTAND BATHROOMS (3) –1023 sf
Number of Stalls 28
Number of Urinals 8
Number of Sinks 10
Number of Baby Changing Stations 3
Drinking Fountain
Special Instructions:
To be cleaned the morning after an event. Clean divider walls as needed including top
rails. Refill only completely empty rolls of toilet paper.
O’CONNOR PAVILION -1700 FISH HATCHERY RD, ESTES PARK, CO 80517 –325 sf
Number of Stalls
Number of Urinals
Number of Sinks
Number of Baby Changing Stations
Drinking Fountain
Special Instructions:
To be cleaned the morning after an event. Clean divider walls as needed, including top
rails. Refill only completely empty rolls of toilet paper.
The O’Connor Pavilion is located at a different site than the rest of the Event Center.
Town of Estes Park Janitorial Services RFP 2024 26
SCHEDULE 3
Building Name: Estes Park Visitor Center Public Restrooms
Frequency of Cleaning: Daily (see Bid Schedule)
Address: 500 Big Thompson Avenue, Estes Park, CO 80517
Facility Hours: 9am-5pm
Cleaning Hours: Public restroom hrs. see bid schedule
Number of Floors: 1
Total Square Feet: 8,284
PUBLIC RESTROOMS
Number of Stalls 16
Number of Urinals 3
Number of Sinks 7
Number of Baby Changing Stations 4
Drinking Fountain 2
Vacuum Carpet Outside Bathrooms
Dust After-Hours Area by Community Board
Special Instructions:
The Visitor Center public restrooms have a Peak and Off-Peak Season. Please see Bid
Schedule for more information.
Building Name: Estes Park Visitor Center
Frequency of Cleaning: 5x per week
Address: 500 Big Thompson Avenue, Estes Park, CO 80517
Facility Hours: 9am-5pm
Cleaning Hours: 5pm-7am
Number of Floors: 2
Total Square Feet: 8,284
ROOMS TO BE CLEANED
Front Lobby, Vestibule, Corridor, and Hallways
After-Hours Area
Kitchen
Staff Offices and Workroom
Staff Restroom and Drinking Fountains
Upstairs Storage Area
Loft
Special Instructions: Please see Bid Schedule for specific expectations.
ROOMS TO BE DEEP CLEANED
Loft
Upstairs Area
Front Lobby
Air Vents and Blinds
Town of Estes Park Janitorial Services RFP 2024 27
Special Instructions:
Deep clean of these areas happens in April and October. Please see Bid Schedule for
specific expectations.
Town of Estes Park Janitorial Services RFP 2024 28
IV. EXHIBIT B – MAP OF SCHEDULE 1
Town of Estes Park Janitorial Services RFP 2024 29
V. EXHIBIT C – MAP OF SCHEDULE 2
Town of Estes Park Janitorial Services RFP 2024 30
EXHIBIT d – MAP OF SCHEDULE 3
Town of Estes Park Janitorial Services RFP 2024 31
VI. ATTACHMENT 1 SPECIAL EVENTS SCHEDULE
Event Start Date End Date
of
Event
Days Days / Times Venue
Yellow=Town Signature Events
First Peoples VIP Dinner - Tickets 1/12/2024 1/12/2024
First Peoples Festival - Free 1/13/2024 1/14/2024 2 Events Complex
Wine & Chocolate Fest 2/3/2024 2/3/2024 1 12pm - 5 pm Events Complex
Whiskey Warm Up 3/2/2024 3/2/2024 1 1pm - 4 pm George Hix Plaza
RMECC - Tentative 3/6/2024 3/10/2024 5 Events Complex
Frozen Dead Guy Days 3/16/2024 3/16/2024 1
11am -
10pm Events Complex
EPPD ASIM - Private Event 4/2/2024 4/3/2024 2 Events Complex
Northern CO Hemp Expo, 10th
Anniversary 4/12/2024 4/13/2024 2
Fri 10am -
5pm
Sat 10am -
5pm Events Complex
Bigfoot BBQ 4/19/2024 4/19/2024 1
6pm - 7pm
cash bar)
7pm - 9pm
dinner) Bond Park
Bigfoot Days 4/20/2024 4/20/2024 1 10am - 4pm Bond Park
American Rottweiler Club 4/19/2024 4/28/2024 10 Events Complex
Sidewalk Sale - Town Event 5/6/2023 5/7/2023 2
Duck Race - Permit Needed 5/4/2024 5/4/2024 1 Downtown
Duck Waddle 5K - Permit Needed 5/4/2024 5/4/2024 1 Downtown
Safety Fair 5/11/2024 5/11/2024 1
Sat. 10am -
2pm Events Complex
Daisy Guadarrama Rojas
Quinceanera 5/18/2024 5/18/2024 1 Events Complex
High School Graduation Events Complex
Art Market - Permit Needed 5/25/2024 5/27/2024 3 Bond Park
Almost Summer Horseshow Need
Contract 1 Events Complex
Wool Market - Workshops 6/6/2024 6/7/2024 2
Sat. 9am -
5pm
Sun. 9am -
4pm Fairgrounds
Wool Market - MARKET 6/8/2024 6/9/2024 2
Sat. 9am -
5pm
Sun. 9am -
4pm Fairgrounds
Rumble in the Rockies, USTPA 6/21/2024 6/23/2024 3 Grandstands/Arena
Town of Estes Park Janitorial Services RFP 2024 32
Weitzel / Nelson Wedding Ceremony 6/22/2024 6/22/2024 1 O'Connor Pavilion
Shook / Bruhn Wedding Reception 6/29/2024 6/29/2024 O'Connor Pavilion
Big Bang Concert 7/4/2024 7/4/2024 1
Thu 6pm -
9pm Grandstand Arena
Fireworks 7/4/2024 7/4/2024
Rooftop Rodeo 7/5/2024 7/10/2024 6
6:30 (1.5 -
2hrs) 8pm Grandstand Arena
Schultze Family Reunion 7/18/2024 7/18/2024 1 O'Connor Pavilion
Hunter Jumper - Confirm Dates?? 7/20/2023 7/30/2023 11 Events Complex
Igel / Bojan Wedding Ceremony and
Reception 7/30/2024 7/30/2024 1 O'Connor Pavilion
Ranch Horse Contract needed Events Complex
Westernaires Contract needed 8/2/2024 8/3/2024
Estes Recycles Day 2024 8/10/2024 8/10/2024 1 9am - 12pm Events Complex
Senior Pro Rodeo Contract needed 8/11/2023 8/13/2023 3
Fri 7pm -
9pm
Sat 2pm -
4pm
Sun 2pm -
4pm Fairgrounds
Wine Festival - TBD Permit needed 8/12/2023 8/13/2023 2 Bond Park
Boyles / Gregor Wedding Ceremony
and Reception 8/17/2024 8/17/2024 1 O'Connor Pavilion
Dressage Contract needed 8/19/2023 8/21/2023 3 Events Complex
Colorado Regulators Contract
needed 8/23/2024 8/25/2024 3 Events Complex
Peak2o 8/25/2024 8/25/2024 1
Sun 11am -
5pm Events Complex
Newcomers Club Picnic - TBD O'Connor Pavilion
Handmade in Colorado Expo Permit
Needed 8/25/2023 8/27/2023 3
Fri. 11am -
6pm
Sat. 10am -
7pm
Sun. 10am -
5pm Bond Park
Schaben Wedding Ceremony and
Reception 8/31/2024 8/31/2024 1 O'Connor Pavilion
Labor Day Arts & Craft Show -
Newcomers / Sunrise Rotary - Permit
Needed 8/31/2024 9/2/2024 3 Bond Park
Scots Fest 9/6/2024 9/8/2024 3
Block Sept 6-
14 Events Complex
Rooftop Rodeo Volunteer
Appreciation 9/14/2023 9/14/2023 1 O'Connor Pavilion
45th Fine Arts & Craft Festival -
Permit Needed 9/14/2024 9/15/2024 2 Bond Park
Town of Estes Park Janitorial Services RFP 2024 33
Estes Park Hazardous Waste Day
Event 9/14/2024 9/14/2024 1 Events Complex
Rails in the Rockies 9/21/2024 9/22/2024 2
Sat 9am -
5pm
Sun 9am -
4pm Events Complex
Thompson / Shackelford Ceremony
and Reception 9/21/2024 9/21/2024 1 O'Connor Pavilion
Autumn Gold - Permit Needed 9/21/2024 9/22/2024 2
Sat 8am -
5pm
Sun 8am -
5pm Bond Park
National Association of Canine Scent
Work - Private Event 9/27/2024 9/29/2024 3 7am - 6pm Events Complex
Hvorcik / Luna Wedding & Reception 9/28/2024 9/28/2024 1 O'Connor Pavilion
Elk Fest 9/28/2024 9/29/2024 2
Sat 10am -
5pm
Sun 10am -
4pm Bond Park
Heidi Solano’s Quinceanera 10/5/2024 10/05/2024 1 Events Complex
Pumpkins & Pilsners - Permit Needed 10/5/2024 10/05/2024 1 11am - 6pm Bond Park
Sidewalk Sale - Permit Needed 10/7/2023 10/8/2023 2 Downtown
Siberian Husky National Specialty
Dog Show 10/14/2024 10/19/2024 6 Fairgrounds
Halloween 10/31/2024 10/31/2024 1
Rocky Mountain Craft Spirits
Festival 11/2/2024 11/2/2024 1 2pm - 5pm Events Complex
Veterans Memorial event - Need
Permit 11/11/2023 11/11/2023 1 Other
Ambulance Training - Private Event 11/20/2024 11/20/2024 1 6pm - 8pm Events Complex
Tree Lighting 11/23/2024 11/23/2024 1
3:30pm -
6pm George Hix Plaza
Sneak Peek - PRIVATE EVENT Events Complex
Catch The Glow 11/29/2024 11/29/2024 1 5:30 PM Downtown
Town of Estes Park Janitorial Services RFP 2024 34
VII. ATTACHMENT 2: SERVICES CONTRACT
TOWN OF ESTES PARK, COLORADO SERVICES CONTRACT
2024 Janitorial Services
The parties, the Town of Estes Park, Colorado (Town), a municipal corporation, and
Enter Contractor Name,] (Contractor), a [Enter Contractor's legal entity, e.g. Colorado
Corporation], whose address is [Enter Contractor's address, including street, city, state &
zip], make this Contract this __________ day of ____________________, 2024, at the
Town of Estes Park, Colorado, considering the following facts and circumstances:
1 RECITALS:
1.1 Town desires to use the services of Contractor outlined in Contractor’s Proposal;
and;
1.2 Contractor has agreed to provide the Services outlined in its Proposal, on the
terms and conditions stated in this Contract.
2 CONTRACT: This Agreement is a Contract, representing the entire and integrated
agreement between the parties and supersedes any prior negotiations, written or oral
representations and agreements. The Agreement incorporates the following Contract
Documents. In resolving inconsistencies between two or more of the Contract
Documents, they shall take precedence in the order enumerated, with the first listed
Contract Document having highest precedence.
The Contract Documents, except for amendments executed after execution of this Contract,
are:
2.1 Change Orders;
2.2 Notice to Proceed;
2.3 This Contract;
2.4 The following Addenda, if any:
Number Date Pages
2.5 The following Special Conditions of the Contract, if any:
Document Title Pages
2.6 Notice of Award;
Town of Estes Park Janitorial Services RFP 2024 35
2.7 Request for Proposals, containing [Enter number of pages in RFP, then press f11
to proceed] pages, dated [Enter date of RFP, then press f11 to proceed];
2.8 Contractor’s Proposal, containing [Enter number of pages in proposal, then press
f11 to proceed] pages, dated [Enter proposal date, then press f11 to proceed]; and
2.9 Insurance Certificates.
3 SCOPE OF SERVICES: Contractor shall provide and furnish at its own cost and
expense all materials, machinery, equipment, tools, superintendence, labor, insurance
and other accessories and services necessary to provide its Services in strict
accordance with the conditions and prices stated in the Contract Documents.
4 BEGINNING WORK AND COMPLETION SCHEDULE: The Contractor shall begin
services under this Contract upon receiving Town’s notice to proceed. Contractor shall
timely perform its Services, according to the Performance Schedule
5 PRICE: The Town will pay Contractor for the performance of this Contract, not to exceed
Enter price], as the Price for the total Services performed as stipulated in Contractor’s
Proposal. This Contract does not create a multiple fiscal year direct or indirect debt or
other financial obligation. Each request for service shall incur a concurrent debt for that
request only. All financial obligations of the Town under this Contract are contingent
upon appropriation, budgeting, and availability of specific funds to discharge such
obligations.
6 TIME OF PAYMENTS TO CONTRACTOR: The Contractor shall bill its charges to the
Town periodically, but no more frequently than once a month. Each bill shall contain a
statement of the time the primary employees spent on the Services since the previous
bill, a brief description of the Services provided by each such employee, and an
itemization of direct expenses. The Town will pay each such bill which it finds to be in
accordance with this Contract within forty-five days of its receipt. If Town questions any
part of a bill, finds any part of a bill does not conform to this Contract, or claims the right
to withhold payment of any part of a bill, it will promptly notify Contractor of the question,
nonconformity, or reasons for withholding.
7 QUALIFICATIONS ON OBLIGATIONS TO PAY: No partial payment shall be final
acceptance or approval of that part of the Services paid for or shall relieve Contractor of
any of its obligations under this Contract. Notwithstanding any other terms of this
Contract, Town may withhold any payment (whether a progress payment or final
payment) to Contractor under the following conditions:
7.1 Contractor fails to promptly pay all bills for labor, material, or services of
consultants furnished or performed by others to perform Services.
7.2 Contractor is in default of any of its obligations under this Contract or any of the
Contract Documents.
Town of Estes Park Janitorial Services RFP 2024 36
7.3 Any part of such payment is attributable to Services not conforming to this
Contract. (Town will pay for any part attributable to conforming Services).
7.4 Town, in its good faith judgment, determines that the compensation remaining
unpaid will not be sufficient to complete the Services according to this Contract.
8 CHANGE ORDERS: Town reserves the right to order work changes in the nature of
additions, deletions, or modifications, without invalidating this agreement, and agrees to
make corresponding adjustments in the contract price and time for completion. All
changes will be authorized by a written change order signed by Town. Work shall be
changed, and the contract price and completion time shall be modified only as set out in
the written change order.
9 SERVICE OF NOTICES: The parties may give each other required notices in person or
by first class mail or by email to their authorized representatives (or their successors) at
the addresses listed below:
TOWN OF ESTES PARK:
Robert Schumaker
Facilities Manager
170 MacGregor Ave
Estes Park, CO 80517
rschumaker@estes.org
CONTRACTOR:
Enter name, title & address of
Contractor 's authorized rep.,]
10 COMPLIANCE WITH LAW: Contractor will perform this Contract in strict compliance
with applicable federal, state, and municipal laws, rules, statutes, charter provisions,
ordinances, and regulations (including sections of the Occupational Safety and Health
Administration [OSHA] regulations, latest revised edition, providing for job safety and
health protection for workers) and all orders and decrees of bodies or tribunals
applicable to work under this Contract. Contractor shall protect and indemnify Town
against any claim or liability arising from or based on the violations of any such law,
ordinance, regulation, order, or decrees by itself or by its subcontractors, agents, or
employees. Town assumes no duty to ensure that Contractor follows the safety
regulations issued by OSHA.
11 PERMITS AND LICENSES: The Contractor shall secure all permits and licenses, pay all
charges, files, and taxes, and give all notices necessary and incidental to the lawful
prosecution of its Services. Anyone conducting business in the Town of Estes Park is
required to have a business license which can be obtained from the Town Clerk’s Office.
12 PATENTED DEVICES, MATERIALS AND PROCESSES: The Contractor shall hold and
save harmless the Town from all claims for infringement, by reason of fee use of any
patented design, device, material, process, or trademark or copyright and shall
indemnify the Town for any costs, expenses, and damages, including court costs and
attorney fees, incurred by reason of actual or alleged infringement during the
prosecution or after completion of Services.
Town of Estes Park Janitorial Services RFP 2024 37
13 INSURANCE: Contractor shall, at its own costs, secure and continuously maintain
through the term of this Contract the minimum insurance coverages listed below, with
forms and insurers acceptable to Town. In addition, Contractor shall maintain such
coverages for the insurance listed in Paragraphs [13.1], 13.3 and 13.4 for two additional
years. For any claims-made policy, Contractor shall include the necessary retroactive
dates and extended reporting periods to maintain continuous coverage.
13.1 [if Professional Liability is not necessary, delete section and renumber the
remaining sections under insurance] Professional Liability for at least $1,000,000.
13.2 Workers' Compensation according to the Workers' Compensation Act of the State
of Colorado and Employer's Liability with limits of at least $500,000. Contractor
shall require any subcontractor hired by the Contractor to carry Workers’
Compensation and Employer’s Liability coverage.
13.3 General liability, including contractual liability, of at least $1,000,000 per each
occurrence plus an additional amount adequate to pay related attorney's fees and
defense cost. Coverage shall include bodily injury, property damage, personal
injury, and contractual liability.
13.4 Comprehensive Automobile Liability with minimum limits for bodily injury and
property damage coverage of at least $1,000,000 per each occurrence plus an
additional amount adequate to pay related attorneys' fees and defense costs, for
each of Contractor’s owned, hired, or non-owned vehicles assigned to or used in
performance of this Contract.
13.5 The required general liability and comprehensive automobile liability policies shall
contain endorsements to include Town and its officers and employees as
additional insureds. The required professional liability and workers’ compensation
policies or coverages shall not contain endorsements including the Town, its
officers, or employees as additional insureds. Every policy required above shall be
primary insurance. Any insurance or self-insurance benefits carried by Town, its
officers, or its employees, shall be in excess and not contributory to that provided
by Contractor.
13.6 Contractor shall, upon request, provide Town a certified copy of each required
policy.
13.7 As evidence of the insurance coverages required by this Contract, before
beginning work under this Contract, Contractor shall furnish certificates of
insurance certifying that at least the minimum coverages required here are in
effect and specifying the liability coverages (except for professional liability) are
written on an occurrence form to:
Town of Estes Park
170 MacGregor Ave
PO Box 1200
Estes Park, CO 80517
Attention: Robert Schumaker, Facilities Manager
Town of Estes Park Janitorial Services RFP 2024 38
With the exception of professional liability and workers’ compensation, policy or
policies providing insurance as required will defend and include the Town, its
Board, officers, agents, and employees as additional insureds on a primary basis
for work performed under or incidental to this Contract. Required insurance policies
shall be with companies qualified to do business in Colorado with a general
policyholder’s financial rating acceptable to the Town. The policies shall not be
cancelable or subject to reduction in coverage limits or other modification except
after thirty days prior written notice to the Town. General liability and automobile
policies shall be for the mutual and joint benefit and protection of the Contractor
and the Town. These policies shall provide that the Town, although named as an
additional insured, shall nevertheless be entitled to recover under said policies for
any loss occasioned to it, its officers, employees, and agents by reason of acts or
omissions of the Contractor, its officers, employees, agents, subcontractors, or
business invitees. They shall be written as primary policies not contributing to and
not in excess of coverage the Town may carry.
13.8 If Contractor is self-insured under the laws of the State of Colorado, Contractor
shall provide appropriate declarations and evidence of coverage.
13.9 Contractor shall not cancel, change, or fail to renew required insurance
coverages. Contractor shall notify Town's designated person responsible for risk
management of any reduction or exhaustion of aggregate limits, which Town may
deem to be a breach of this Contract.
13.10 The Town relies on, and does not waive or intend to waive, by any provision of
this Contract, the monetary limitations or any other rights, immunities, and
protections provided by the Colorado Governmental Immunity Act, § 24-10-101 et
seq., C.R.S., as from time to time amended, or otherwise available to the parties,
their officers, or their employees.
13.11 If any insurance required here is to be issued or renewed on a claims-made form
as opposed to the occurrence form, the retroactive date for coverage will be no
later than the commencement date of the Services and will state that in the event
of cancellation or nonrenewal, the discovery period for insurance claims (tail
coverage) will be at least 72 months.
13.12 Contractor shall not cancel, non-renew or cause insurance to be materially
changed or replaced by another policy without prior approval by Town.
14 INDEMNIFICATION:
14.1 Contractor and its agents, principals, officers, partners, employees, and
subcontractors ("Indemnitors") shall and do agree to indemnify, protect, and hold
harmless the Town, its officers, employees, and agents ("Indemnitees") from all
claims, damages, losses, liens, causes of actions, suits, judgments, and expenses
including attorneys’ fees), of any nature, kind, or description ("Liabilities") by any
third party arising out of, caused by, or resulting from any Services under this
Town of Estes Park Janitorial Services RFP 2024 39
Contract if such Liabilities are: (1) attributable to bodily injury, personal injury,
sickness, disease, or death of any person, or to the injury or destruction of any
tangible property (including resulting loss of use or consequential damages) and
2) caused, in whole or in part, by any error, omission or negligent act of the
Contractor, anyone directly or indirectly employed by it, or anyone for whose acts
Contractor may be liable.
14.2 If more than one Indemnitor is liable for any error, omission or negligent act
covered by this Agreement, each such Indemnitor shall be jointly and severally
liable to the Indemnitees for indemnification and the Indemnitors may settle
ultimate responsibility among themselves for the loss and expense of any such
indemnification by separate proceedings and without jeopardy to any Indemnitee.
This Agreement shall not eliminate or reduce any other right to indemnification or
other remedy the Town, or any of the Indemnitees may have by law.
14.3 As part of this indemnity obligation, the Contractor shall compensate the Town for
any time the Town Attorney's Office and other counsel to the Town reasonably
spend on such claims or actions at the rates generally prevailing among private
practitioners in the Town of Estes Park for similar services. This obligation to
indemnify the Town shall survive the termination or expiration of this Agreement.
15 INDEPENDENT CONTRACTOR: Contractor shall perform all Services under this
Agreement as an independent contractor, and not as an agent or employee of Town. No
employee or official of Town shall supervise Contractor. Contractor shall exercise no
supervision over any employee or official of Town. Contractor shall not represent that it
is an employee or agent of the Town in any capacity. Contractor’s officers, employees
and agents are not entitled to Workers' Compensation benefits from the Town, and
Contractor is obligated to pay federal and state income tax on money earned under this
Agreement. Except as this Agreement expressly states, Contractor shall, at its sole
expense, supply all buildings, equipment and materials, machinery, tools,
superintendence, personnel, insurance and other accessories and Services necessary.
This Agreement is not exclusive; subject the terms of this Agreement, Town and
Contractor may each contract with other parties.
16 PROVISIONS CONSTRUED AS TO FAIR MEANING: Any tribunal enforcing this
Agreement shall construe its terms as to their fair meaning, and not for or against any
party based upon any attribution to either party.
17 HEADINGS FOR CONVENIENCE: All headings, captions and titles are for convenience
and reference only and of no meaning in the interpretation or effect of this Contract.
18 NO THIRD-PARTY BENEFICIARIES: The parties intend no third-party beneficiaries
under this Contract. Any person besides Town or Contractor receiving services or
benefits under this Agreement is an incidental beneficiary only.
19 TOWN’S RIGHT TO BAR PERSONNEL FROM WORK SITE: For conduct the Town (in
its sole discretion) decides may violate applicable laws, ordinances rules or regulations,
or may expose Town to liability or loss, Town may bar any person (including
Town of Estes Park Janitorial Services RFP 2024 40
Contractor’s and subcontractors’ employees) from the Town's work sites. Such a bar
shall not require any employee's discharge from employment but shall merely prohibit
the employee's presence at Town’s work sites. Such a bar shall not warrant an increase
in contract time or Price.
20 WAIVER: No waiver of any breach or default under this Agreement shall waive any
other or later breach or default.
21 TERM: This Contract shall commence on [Fill in the date contract begins, which can be
its effective date", a specific date, or "the date specified in a forthcoming Notice to
Proceed] and shall continue through December 31, 2023, with the option of three years
additional renewals, on an annual basis, upon agreement of both parties.
22 TERMINATION:
22.1 In addition to any other available remedies, either party may terminate this
Contract if the other party fails to cure a specified default within seven (7) days of
receiving written notice of the default. The notice shall specify each such material
breach, in reasonable detail.
22.2 Town may, at any time, terminate performance of the work, in whole or in part, for
its own convenience. The Town may effect such termination by giving Contractor
written Notice of Termination specifying the extent and effective date of
termination. In case of termination, for convenience, Town shall pay Contractor for
work satisfactorily completed, to the date of termination. The Town shall
determine the portion of work completed.
22.3 If either party so terminates, the Contractor shall promptly deliver to the Town all
drawings, computer programs, computer input and output, analysis, plans,
photographic images, tests, maps, surveys, and writer’s materials of any kind
generated in the performance of its Services under this Contract up to and
including the date of termination.
23 SUSPENSION: Without terminating or breaching this Contract, the Town may, at its
pleasure, suspend fee services of the Contractor hereunder. Town may effect
suspension by giving the Contractor written notice one (1) day in advance of the
suspension date. Upon receipt of such notices the Contractor shall cease their work as
efficiently as possible, to keep total charges to a minimum. The Town must specifically
authorize any work performed during suspension. Since suspension and subsequent
reactivation may inconvenience the Contractor, Town will endeavor to provide advance
notice and minimize its use. After a suspension has been in effect for thirty days, the
Contractor may terminate this Contract at will.
24 ASSIGNMENT AND DELEGATION: Except as stated, neither party may assign its rights
or delegate its duties under this Contract without the express written approval of the
other.
Town of Estes Park Janitorial Services RFP 2024 41
25 SUBCONTRACTING: Except subcontractor clearly identified and accepted in the
Contractor's Proposal, Contractor may employ subcontractors to perform the Services
only with Town's express prior written approval. Contractor is solely responsible for any
compensation, insurance, and all clerical detail involved in employment of
subcontractors.
26 GOVERNING LAW AND VENUE: The laws of the State of Colorado shall govern
enforcement and interpretation of this Contract. Venue and jurisdiction for any court
action filed regarding this agreement shall be only in Larimer County, Colorado.
27 AUTHORITY: This instrument forms a contract only when executed in writing by duly
authorized representatives of Town and Contractor. By their signatures on this
document, the signatories represent that they have actual authority to enter this Contract
for the respective parties.
28 INTEGRATION: There are no other agreements on the same subject than expressly
stated or incorporated in this Contract.
29 DAMAGES FOR BREACH OF CONTRACT: In addition to any other legal or equitable
remedy the Town may be entitled to for a breach of this Contract, if the Town terminates
this Contract, in whole or in part, due to Contractor’s breach of any provision of this
Contract, Contractor shall be liable for actual and consequential damages to the Town.
Signature pages follow.
Town of Estes Park Janitorial Services RFP 2024 42
CONTRACTOR
By:
Date
Title: _______________________________
State of )
ss
County of )
The foregoing instrument was acknowledged before me this __________ day of
2022, by ______________________________, as
of ______________________________, Contractor. (If
by natural person or persons, insert name or names; if by person acting in representative or
official capacity or as attorney-in-fact, insert name of person as an executor, attorney-in-fact,
or other capacity or description; if by officer of corporation, insert name of such officer or
officers as the President or other officers of such corporation, naming it.)
Witness my hand and official Seal.
My Commission expires .
Notary Public
Town of Estes Park Janitorial Services RFP 2024 43
TOWN OF ESTES PARK:
By:
Date
Title: _______________________________
State of )
ss
County of )
The foregoing instrument was acknowledged before me by , as
of the Town of Estes Park, a Colorado municipal
corporation, on behalf of the corporation, this day of , 2023.
Witness my hand and official Seal.
My Commission expires .
Notary Public
APPROVED AS TO FORM:
Town Attorney
Addendum 1
2024 Janitorial Services for the Town of Estes Park
Town of Estes Park
Town of Estes Park Public Works Department
ADDENDUM
Number: 1
DATE: 12/14/2023
Town of Estes Park: Janitorial Services for the Town of Estes Park
Project Manager: Robert Schumaker
The Request for Proposals, previously prepared and issued on 08/14/2023 for the
above contract, is hereby modified as described below.
Clarifications
The optional Pre-Bid meeting will be held on Tuesday, December 19th at 2pm at 170 MacGregor
Ave, Estes Park, CO 80517. We updated the RFP to reflect this clarification.
Attachments
Updated RFP
Addendum 2
2024 Janitorial Services for the Town of Estes Park
Town of Estes Park
Town of Estes Park Public Works Department
ADDENDUM
Number: 2
DATE: 12/20/2023
Town of Estes Park: Janitorial Services for the Town of Estes Park
Project Manager: Robert Schumaker
The Request for Proposals, previously prepared and issued on 12/12/2023 for
the above contract, is hereby modified as described below.
Updated Schedule 2 (Event Center)
Schedule 2 is updated to include a signature section at the bottom of the “total
bid” tab.
Clarifications
1. Town staff will be available to answer questions about filling out the bidding
schedule documents. General questions about how to use the spreadsheet will be
answered until January 3, 2024 at 2pm. You may contact lblevins@estes.org or
rschumaker@estes.org for assistance. *Please note that Town staff WILL NOT
help any proposer fill IN THE CELLS with amounts as the Town will stay
committed to seeing costs ONLY at the bid opening on January 4th, 2024.
2. Each schedule has an estimated number of cleans that are used for bidding
purposes. Payment to the selected contractor(s) will be based on the approved
number of cleaning events performed as listed in the monthly billing invoices from
the contractor(s).
QUESTIONS
Schedule 2
1. Bid Schedule for Peak Season Cleaning Hours: In the tab labeled VC Public
Restrooms, we noticed a reference to the “Bid schedule for peak season
cleaning hours.” Could you provide more details on this, including the window
of time during which we can conduct the cleanings?
This can be found on page 9, Scope of services, schedule 3.
Addendum 2
2024 Janitorial Services for the Town of Estes Park
Town of Estes Park
2. Storage of Ecolab Cleaning Caddy: To optimize our cleaning processes, we
plan to invest in an Ecolab Cleaning Caddy. Would there be a designated,
secure area on-site where we can store it and access power for recharging the
battery pack? Additionally, we believe that the Ecolab Cleaning Caddy will
significantly enhance our cleaning efficiency, particularly in sanitizing public
restrooms.
Yes, arrangements can be made.
3. Contract Duration: Given the significant investment in specialized equipment
for this project, would it be possible to discuss the potential for a two-year
contract?
No. The Town is prohibited by law from entering into multi-year contracts.
This contract may be renewable for up to three additional years.
4. Budget for Public Bathrooms: Could you provide some guidance on the budget
for the public bathrooms? Understanding the high traffic in this area will help us
create a realistic estimate without overestimating our costs.
5. The bid needs to be based on the estimated number of cleanings shown in
each Schedule. Additional cleaning frequency may be approved by the
Facilities & Parks Manager is needed. Deep Cleaning and Carpet
Cleaning: Can we get permission to conduct a deep clean before the
reoccurring cleanings? Additionally, we noticed the need for carpet cleaning in
front of the bathroom—can you confirm if this is something we can get
approved for a deep cleaning service?
This work is not included in this bid package. Any discussions regarding extra
work must be directed to the Facilities & Parks Manager for pre-approval. Bid
Submission Deadline and Decision-Making Authority: What is the deadline for
submitting our bid? Moreover, is the decision-making authority vested in the
visitor center, or does the city play a role in the selection process?
The deadline is Thursday, January 4th before 2pm as stated in the RFP. The
decision-making authority is retained by the Facilities & Parks Manager who
will work in partnership with the Visitor Center Director. Visitor Center Cleaning
Expectations: We observed changes in expectations since our last visit,
particularly in the spreadsheet where weekly and daily tasks seem to have
been adjusted. Could you provide clarity on these changes?
The bid must be based on the cleaning frequencies listed in the bid Schedules.
8. Dusting Frequency and Blind Cleaning: Regarding the dusting schedule, we
recommend more frequent attention to areas such as above the fireplace and
high windowsills. Additionally, for the twice-yearly blind cleaning, are we
expected to hand clean each blind individually, or is dusting acceptable?
Addendum 2
2024 Janitorial Services for the Town of Estes Park
Town of Estes Park
Dusting is acceptable unless the blinds are in a condition where dusting would
not be enough. Any discussions regarding extra work must be directed to only
the Facilities & Parks Manager for pre-approval.
Attachments
Updated Schedule 2
Utilities Memo UTILITIES
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From:
Date:
RE:
Reuben Bergsten, Utilities Director
Jacqueline Wesley, P.E., Project Manager
Jason Fredricks, Water Superintendent
February 13, 2024
Resolution 07-24 Kimley Horn Contract Approval for Design and Bidding Phase
Services for the Mall Road Watermain Looping Project, $331,545 Budgeted.
(Mark all that apply)
PUBLIC HEARING ORDINANCE LAND USE
CONTRACT/AGREEMENT RESOLUTION OTHER______________
QUASI-JUDICIAL ☐ YES NO
Objective:
Obtain Board approval for a Professional Services contract with Kimley Horn to provide
design and bidding phase services for the Mall Road Watermain Looping project.
Present Situation:
The existing water system is not sufficiently looped, resulting in impacts on water
pressure in the northeastern portion of the service area when larger flow demands
occur. At present, there is an existing 12-inch diameter water main extending from Fish
Creek across Highway 36 then terminating north of Joel Estes Drive. Another 12-inch
diameter main extends from approximately Olympus Land and terminates in front of the
CDOT facility on Highway 34. The water main loop is currently incomplete.
Proposal:
Water Division proposes authorization of a design contract with Kimley Horn to
complete the design and permitting of the 12-inch diameter water line extension from
approximately Joel Estes Drive to the point of connection on Highway 34 including
crossing and the Big Thompson River and crossing Highway 34 with new 12-inch
diameter water main. This critical looping project helps stabilize pressure and water
quality for areas north of Highway 34 and east of the Stanley and improves overall
system operations. Without closing this loop, the water system is impacted during
significant flow events like the break of Elkhorn in December 2022.
Advantages:
●Project completes a critical system loop to stabilize system pressure, improve fire flow,
and improve water quality for the northeastern portion of the service area.
●Allows development of the design and required environmental documents and regulatory
input during 2024 so construction can be coordinated with Upper Thompson Sanitation
District’s new treatment plant.
Disadvantages:
●Water field staff are currently busy with daily O&M tasks and with the on-going
construction of the Prospect Mountain Water System Improvements Project; however,
new staff additions in the Water Division have made adequate staff available to manage
and oversee this critical project.
●Construction on Mall Road impacts traffic and increases visitor and resident frustration
with more construction in Estes Park; however, measures such as careful route selection
and traffic control planning will be implemented to minimize impacts as much as possible
to people to travel the Mall Road corridor.
Action Recommended:
Staff recommends authorization to execute a contract with Kimley Horn for design and
bidding phase services in the amount of $331,545.00.
Finance/Resource Impact:
Current Impact (as of January 22, 2024): 503-7000.580-35.54 $350,000 budgeted
Future Ongoing Impacts: None
Future One-time Impacts: Construction costs are anticipated to be included in the 2025
budget.
Level of Public Interest
Low
Sample Motion:
I move for the approval/denial of Resolution 07-24.
Attachments:
1.Resolution 07-24
2.Contract
3. Proposal
4.Scope of Work
5.Request for
Proposal
6.Addendum
RESOLUTION 07-24
APPROVING PROFESSIONAL SERVICES CONTRACT WITH KIMLEY HORN
ASSOCIATES INC FOR MALL ROAD WATERLINE EXTENSION
WHEREAS, the Town Board wishes to enter a professional services contract
referenced in the title of this resolution.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF
THE TOWN OF ESTES PARK, COLORADO:
The Board approves, and authorizes the Mayor to sign, the professional services
contract referenced in the title of this resolution in substantially the form now before the
Board. The Board authorizes the Town Administrator or designee to spend up to
$331,545 for this work.
DATED this day of , 2024.
TOWN OF ESTES PARK
Mayor
ATTEST:
Town Clerk
APPROVED AS TO FORM:
Town Attorney
ATTACHMENT 1
PROFESSIONAL SERVICES CONTRACT
Final design and bidding services for Mall Road Waterline Extension
The parties, the Town of Estes Park, Colorado (Town), a municipal corporation, and Kimley-
Horn and Associates, Inc. (Consultant), a North Carolina corporation, whose address is 3801
Automation Way, Suite 210, Fort Collins, CO 80525, make this Contract this _____ day of
_________ 2024, at the Town of Estes Park, Colorado, considering the following facts and
circumstances:
1 RECITALS:
1.1 Town desires to use the services of Consultant outlined in Consultant's Proposal and
updated in their detailed scope of work and fee; and
1.2 Consultant has agreed to provide the Services outlined in its Proposal and detailed in
their scope of services, on the terms and conditions stated in this Contract.
2 CONTRACT: This Agreement is a Contract, representing the entire and integrated
agreement between the parties and supersedes any prior negotiations, written or oral
representations and agreements. The Agreement incorporates the following Contract
Documents. In resolving inconsistencies between two or more of the Contract Documents,
they shall take precedence in the order enumerated, with the first listed Contract Document
having highest precedence.
The Contract Documents, except for amendments executed after execution of this Contract, are:
2.1 Change Orders;
2.2 This Contract;
2.3 Notice to Proceed;
2.4 Notice of Award;
2.5 The following Addenda, if any:
Number Date Page(s)
1 August 24, 2023 2
2.6 Request for Proposals, containing 6 pages, dated August 8, 2023;
2.7 Scope of Work and Fee Breakdown Mall Road Water Line Design Services from
Kimley Horn, containing 7 pages, dated December 21, 2023;
ATTACHMENT 2
Town of Estes Park Professional Services Contract --Page 2 of 12
2.8 Consultant's Proposal, containing 32 pages, dated September 8, 2023;
2.9 Insurance Certificates.
3 SCOPE OF SERVICES: Consultant shall provide and furnish at its own cost and expense all
materials, machinery, equipment, tools, superintendence, labor, insurance and other
accessories and services necessary to provide its Services in strict accordance with the
conditions and prices stated in the Contract Documents.
4 BEGINNING WORK AND COMPLETION SCHEDULE: The Consultant shall begin
services under this Contract upon receiving Town’s notice to proceed. Consultant shall
timely perform its Services, according to the Consultant’s Proposal and as directed by the
Town.
5 PRICE: The Town will pay Consultant for the performance of this Contract, not to exceed
$331,545, as the Price for the total Services performed as stipulated in Consultant's Proposal.
This Contract does not create a multiple fiscal year direct or indirect debt or other financial
obligation. Each request for service shall incur a concurrent debt for that request only. All
financial obligations of the Town under this Contract are contingent upon appropriation,
budgeting, and availability of specific funds to discharge such obligations.
6 TIME OF PAYMENTS TO CONSULTANT: The Consultant shall bill its charges to the
Town periodically, but no more frequently than once a month. Each bill shall contain a
statement of the time the primary employees spent on the Services since the previous bill, a
brief description of the Services provided by each such employee, and an itemization of
direct expenses. The Town will pay each such bill which it finds to be in accordance with
this Contract within forty-five days of its receipt. If Town questions any part of a bill, finds
any part of a bill does not conform to this Contract, or claims the right to withhold payment
of any part of a bill, it will promptly notify Consultant of the question, nonconformity or
reasons for withholding.
7 QUALIFICATIONS ON OBLIGATIONS TO PAY: No partial payment shall be final
acceptance or approval of that part of the Services paid for, or shall relieve Consultant of any
of its obligations under this Contract. Notwithstanding any other terms of this Contract,
Town may withhold any payment (whether a progress payment or final payment) to
Consultant under the following conditions:
7.1 Consultant fails to promptly pay all bills for labor, material, or services of consultants
furnished or performed by others to perform Services.
7.2 Consultant is in default of any of its obligations under this Contract or any of the
Contract Documents.
7.3 Any part of such payment is attributable to Services not conforming to this Contract.
(Town will pay for any part attributable to conforming Services).
Town of Estes Park Professional Services Contract --Page 3 of 12
7.4 Town, in its good faith judgment, determines that the compensation remaining unpaid
will not be sufficient to complete the Services according to this Contract.
8 CONSULTANT'S DUTIES:
8.1 Town enters into this Contract relying on Consultant’s special and unique abilities to
perform the Services. Consultant will use its best efforts, skill, judgment, and
abilities. Consultant will further the interests of Town according to Town’s
requirements and procedures, according to customary professional standards.
8.2 Consultant has and will undertake no obligations, commitments, or impediments of
any kind that will limit or prevent its performance of the Services, loyally, according
to the Town's best interests. In case of any conflict between interests of Town and any
other entity, Consultant shall fully and immediately disclose the issue to Town and,
without Town's express approval, shall take no action contrary to Town's interests.
However, notwithstanding the foregoing, it is agreed that the Consultant is not a
fiduciary with respect to the Town. Consultant shall exercise its professional
judgment and perform its services with the professional skill and care ordinarily
provided by professionals practicing under the same or similar circumstances and
professional license, and as expeditiously as is prudent considering the ordinary
professional skill and care of a competent professional.
8.3 Consultant’s Services under this Contract shall be of the standard and quality
prevailing among recognized professionals of expert knowledge and skill engaged in
the Consultant's same profession under the same or similar circumstances.
8.4 Consultant's work, including drawings and other tangible work products provided to
Town, will be accurate and free from any material errors, and will conform to the
requirements of this Contract. Town approval of defective drawings or other work
shall not diminish or release Consultant's duties, since Town ultimately relies upon
Consultant's skill and knowledge.
8.5 The Contract Documents determine whether the Consultant's Scope of Services
includes detailed independent verification of data prepared or supplied by Town.
Consultant will, nevertheless, call to Town's attention anything in any drawings,
plans, sketches, instructions, information, requirements, procedures, or other data
supplied to Consultant (by the Town or any other party) that Consultant knows, or
reasonably should know, is unsuitable, improper, or inaccurate for Consultant's
purposes.
8.6 Consultant shall attend such meetings on the work stated in this Contract, as Town
requires. Town will give reasonable notice of any such meetings, so Consultant may
attend.
8.7 As applicable state and federal laws may require, Consultant will assign only persons
duly licensed and registered to do work under this Contract.
Town of Estes Park Professional Services Contract --Page 4 of 12
8.8 Consultant shall furnish efficient business administration and superintendence and
perform the Services in the most efficient and economical manner consistent with the
best interests of Town as is consistent with the professional standard of care and rules
of professional conduct.
8.9 Consultant shall keep its books and records for Services and any reimbursable
expenses according to recognized accounting principles and practices, consistently
applied. Consultant shall make them available for the Town's inspection at all
reasonable times. Consultant shall keep such books and records for at least three (3)
years after completion of the Services.
9 TOWN'S DUTIES:
9.1 Town will provide full information to the Consultant on the Town's requirements in a
timely manner.
9.2 Town will assist the Consultant by providing such pertinent information available to
Town, including maps, studies, reports, tests, surveys and other data, as Consultant
specifically requests.
9.3 Town will examine all tests, reports, drawings, specifications, maps, plans and other
documents presented by the Consultant to Town for decisions. Town will obtain the
advice of other consultants, as the Town thinks appropriate. Town will give decisions
to the Consultant in writing within a reasonable time.
9.4 Town will appoint a person to act as Town's representative on this Agreement. This
person will have authority to issue instruction, receive information, interpret and
define the Town's policies and decisions on the Consultant’s Services.
9.5 Town will give prompt written notice to the Consultant when the Town notices any
development that affects the scope or timing of the Services.
10 USE OF FINAL PRODUCT: Consultant may have limited involvement after the completion
of this Agreement and lacks control of the future use of Consultant's work. Except for
deficiencies in Consultant’s performance under this Agreement, future use and interpretation
of Consultant’s work is at the risk of Town or other users.
10.1 The Consultant will keep record copies of all work product items delivered to the
Town.
11 OWNERSHIP OF DOCUMENTS AND OTHER MATERIALS: All drawings,
specifications, computations, sketches, test data, survey results, renderings, models, and
other materials peculiar to the Services of Consultant or Consultant’s subconsultants under
this Contract are property of Town, for its exclusive use and re-use at any time without
further compensation and without any restrictions. Consultant shall treat all such material
and information as confidential, and Consultant shall neither use any such material or
information or copies on other work nor disclose such material or information to any other
party without Town's prior written approval. Upon completion of Services, or at such other
Town of Estes Park Professional Services Contract --Page 5 of 12
time as the Town requires, Consultant shall deliver to the Town a complete, reproducible set
of all such materials. For copyright ownership under the Federal Copyright Act, Consultant
conveys to Town and waives all rights, title and interest to all such materials in written,
electronic or other form, prepared under this Contract. Town shall have worldwide reprint
and reproduction rights in all forms and in all media, free of any claims by the Consultant or
its subconsultants and subcontractors. The Town's rights, granted above, in drawing details,
designs and specifications that are Consultant's standard documents for similar projects, and
in Consultant’s databases, computer software and other intellectual property developed, used
or modified in performing Services under this Contract are not exclusive, but joint rights,
freely exercisable by either the Town or the Consultant.
All design documents, including drawings, specifications, and computer software prepared
by Consultant according to this Contract comprise Consultant's design for a specific Project.
Neither party intends or represents them as suitable for reuse, by Town or others, as designs
for extension of that same Project or for any other project. Any such reuse without prior
written verification or adaptation by Consultant for the specific purpose intended will be at
user's sole risk and without liability or legal exposure to Consultant. Except as required for
performance under this Contract, Consultant's verification or adaptation of design
documents will entitle Consultant to additional compensation at such rates as the Consultant
may agree.
12 CHANGE ORDERS: Town reserves the right to order work changes in the nature of
additions, deletions, or modifications, without invalidating this agreement, and agrees to
make corresponding adjustments in the contract price and time for completion. All changes
will be authorized by a written change order signed by Town. Work shall be changed, and
the contract price and completion time shall be modified only as set out in the written
change order.
13 SERVICE OF NOTICES: The parties may give each other required notices in person or by
first class mail or by email to their authorized representatives (or their successors) at the
addresses listed below:
TOWN OF ESTES PARK:
Jacqueline Wesley, P.E., Project Manager
Water Division/Utilities Department
PO Box 1200
Estes Park, CO 80517
CONSULTANT:
Roger Berg,
Kimley-Horn and Associates, Inc.
3801 Automation Way, Suite 210
Fort Collins, CO 80525
14 COMPLIANCE WITH LAW: Consultant will perform this Contract in strict compliance
with applicable federal, state, and municipal laws, rules, statutes, charter provisions,
ordinances, and regulations (including sections of the Occupational Safety and Health
Administration [OSHA] regulations, latest revised edition, providing for job safety and
health protection for workers) and all orders and decrees of bodies or tribunals applicable to
work under this Contract. Consultant shall protect and indemnify Town against any claim or
liability arising from or based on the violations of any such law, ordinance, regulation, order,
or decrees by itself or by its subcontractors, agents, or employees. Town assumes no duty to
ensure that Consultant follows the safety regulations issued by OSHA.
Town of Estes Park Professional Services Contract --Page 6 of 12
15 PERMITS AND LICENSES: The Consultant shall secure all permits and licenses, pay all
charges, files, and taxes and give all notices necessary and incidental to the lawful
prosecution of its Services. Anyone conducting business in the Town of Estes Park is
required a business license which can be obtained from the Town Clerk’s Office.
16 PATENTED DEVICES, MATERIALS AND PROCESSES: The Consultant shall hold and
save harmless the Town from all claims for infringement, by reason of fee use of any
patented design, device, material, process, or trademark or copyright and shall indemnify the
Town for any costs, expenses, and damages, including court costs and attorney fees, incurred
by reason of actual or alleged infringement caused by Consultant or its subcontractors,
agents, or employees during the prosecution or after completion of Services.
17 INSURANCE: Consultant shall, at its own costs, secure and continuously maintain through
the term of this Contract the minimum insurance coverages listed below, with forms and
insurers acceptable to Town. In addition, Consultant shall maintain such coverages for the
insurance listed in Paragraphs 17.1, 17.3 and 17.4 for two additional years. For any claims-
made policy, Consultant shall include the necessary retroactive dates and extended reporting
periods to maintain continuous coverage.
17.1 Professional Liability/Errors and Omissions for at least $1,000,000.
17.2 Workers' Compensation according to the Workers' Compensation Act of the State of
Colorado and Employer's Liability with limits of at least $500,000.
17.3 General liability, including contractual liability, of at least $1,000,000 per each
occurrence plus an additional amount adequate to pay related attorney's fees and
defense cost. Coverage shall include bodily injury, property damage, personal injury,
and contractual liability.
17.4 Comprehensive Automobile Liability with minimum limits for bodily injury and
property damage coverage of at least $1,000,000 per each occurrence plus an
additional amount adequate to pay related attorneys' fees and defense costs, for each
of Consultant's owned, hired or non-owned vehicles assigned to or used in
performance of this Contract.
17.5 Valuable Papers insurance in an amount adequate to assure the restoration of any
plans, drawings, field notes, or other similar data related to the services covered by
this Contract in case of their loss or destruction.
17.6 The required general liability and comprehensive automobile liability policies shall
contain endorsements to include Town and its officers and employees as additional
insureds. The required professional liability and workers’ compensation policies or
coverages shall not contain endorsements including the Town, its officers or
employees as additional insureds. Every policy required above shall be primary
insurance. Any insurance or self-insurance benefits carried by Town, its officers, or
its employees, shall be in excess and not contributory to that provided by Consultant.
17.7 Consultant shall, upon request, provide Town a certified copy of each required policy.
Town of Estes Park Professional Services Contract --Page 7 of 12
17.8 As evidence of the insurance coverages required by this Contract, before beginning
work under this Contract, Consultant shall furnish certificates of insurance certifying
that at least the minimum coverages required here are in effect and specifying the
liability coverages (except for professional liability) are written on an occurrence
form to:
Town of Estes Park
170 MacGregor Avenue
PO Box 1200
Estes Park, CO 80517
Attention: Jacqueline Wesley, P.E.
With the exception of professional liability and workers’ compensation, policy or
policies providing insurance as required will defend and include the Town, its Board,
officers, agents and employees as additional insureds on a primary basis for work
performed under or incidental to this Contract. Required insurance policies shall be
with companies qualified to do business in Colorado with a general policyholder’s
financial rating acceptable to the Town. The policies shall not be cancelable or subject
to reduction in coverage limits or other modification except after thirty days prior
written notice to the Town. General liability and automobile policies shall be for the
mutual and joint benefit and protection of the Consultant and the Town. These policies
shall provide that the Town, although named as an additional insured, shall
nevertheless be entitled to recover under said policies for any loss occasioned to it, its
officers, employees, and agents by reason of acts or omissions of the Consultant, its
officers, employees, agents, sub-consultants, or business invitees. They shall be
written as primary policies not contributing to and not in excess of coverage the Town
may carry.
17.9 If Consultant is self-insured under the laws of the State of Colorado, Consultant shall
provide appropriate declarations and evidence of coverage.
17.10 Consultant shall not cancel, change, or fail to renew required insurance coverages.
Consultant shall notify Town's designated person responsible for risk management of
any reduction or exhaustion of aggregate limits, which Town may deem to be a
breach of this Contract.
17.11 The Town relies on, and does not waive or intend to waive, by any provision of this
Contract, the monetary limitations or any other rights, immunities, and protections
provided by the Colorado Governmental Immunity Act, § 24-10-101 et seq., C.R.S.,
as from time to time amended, or otherwise available to the parties, their officers, or
their employees.
17.12 If any insurance required here is to be issued or renewed on a claims-made form as
opposed to the occurrence form, the retroactive date for coverage will be no later than
the commencement date of the project and will state that in the event of cancellation
or nonrenewal, the discovery period for insurance claims (tail coverage) will be at
least 72 months.
Town of Estes Park Professional Services Contract --Page 8 of 12
17.13 Consultant shall not cancel, non-renew or cause insurance to be materially changed or
replaced by another policy without prior approval by Town.
18 INDEMNIFICATION:
18.1 Consultant and its agents, principals, officers, partners, employees, and
subcontractors ("Indemnitors") shall and do agree to indemnify, protect, and hold
harmless the Town, its officers, employees, and agents ("Indemnitees") from all
claims, damages, losses, liens, causes of actions, suits, judgments, and expenses
(including attorneys’ fees), of any nature, kind, or description ("Liabilities") by any
third party arising out of, caused by, or resulting from any Services under this
Contract if such Liabilities are: (1) attributable to bodily injury, personal injury,
sickness, disease, or death of any person, or to the injury or destruction of any
tangible property (including resulting loss of use or consequential damages) and (2)
caused, in whole or in part, by any error, omission or negligent act of the Consultant,
anyone directly or indirectly employed by it, or anyone for whose acts Consultant
may be liable provided that these obligations may be subject to the limitations in
Colorado Revised Statute Section 13-50.5-102.
18.2 If more than one Indemnitor is liable for any error, omission or negligent act covered
by this Agreement, each such Indemnitor shall be jointly and severally liable to the
Indemnitees for indemnification and the Indemnitors may settle ultimate
responsibility among themselves for the loss and expense of any such indemnification
by separate proceedings and without jeopardy to any Indemnitee. This Agreement
shall not eliminate or reduce any other right to indemnification or other remedy the
Town, or any of the Indemnitees may have by law.
18.3 As part of this indemnity obligation, the Consultant shall compensate the Town for
any time the Town Attorney's Office and other counsel to the Town reasonably spend
on such claims or actions at the rates generally prevailing among private practitioners
in the Town of Estes Park for similar services. This obligation to indemnify the Town
shall survive the termination or expiration of this Agreement.
19 INDEPENDENT CONTRACTOR: Consultant shall perform all Services under this
Agreement as an independent contractor, and not as an agent, fiduciary or employee of
Town. No employee or official of Town shall supervise Consultant. Consultant shall
exercise no supervision over any employee or official of Town. Consultant shall not
represent that it is an employee or agent of the Town in any capacity. Consultant’s officers,
employees and agents are not entitled to Workers' Compensation benefits from the
Town, and Consultant is obligated to pay federal and state income tax on money
earned under this Agreement. Except as this Agreement expressly states, Consultant shall,
at its sole expense, supply all buildings, equipment and materials, machinery, tools,
superintendence, personnel, insurance and other accessories and Services necessary. This
Agreement is not exclusive; subject the terms of this Agreement, Town and Consultant may
each contract with other parties.
Town of Estes Park Professional Services Contract --Page 9 of 12
20 PROVISIONS CONSTRUED AS TO FAIR MEANING: Any tribunal enforcing this
Agreement shall construe its terms as to their fair meaning, and not for or against any party
based upon any attribution to either party.
21 HEADINGS FOR CONVENIENCE: All headings, captions and titles are for convenience
and reference only and of no meaning in the interpretation or effect of this Contract.
22 NO THIRD-PARTY BENEFICIARIES: The parties intend no third-party beneficiaries
under this Contract. Any person besides Town or Consultant receiving services or benefits
under this Agreement is an incidental beneficiary only.
23 TOWN’S RIGHT TO BAR PERSONNEL FROM WORK SITE: For conduct the Town (in
its sole discretion) decides may violate applicable laws, ordinances rules or regulations, or
may expose Town to liability or loss, Town may bar any person (including Consultant's and
subconsultants’ and subcontractors’ employees) from the Town's work sites. Such a bar shall
not require any employee's discharge from employment, but shall merely prohibit the
employee's presence at Town’s work sites. Such a bar shall not warrant an increase in
contract time or Price.
24 WAIVER: No waiver of any breach or default under this Agreement shall waive any other
or later breach or default.
25 TERM: This Contract shall commence on the date it is fully executed, and shall continue
through December 31, 2025.
26 TERMINATION:
26.1 In addition to any other available remedies, either party may terminate this Contract if
the other party fails to cure a specified default within seven (7) days of receiving
written notice of the default. The notice shall specify each such material breach, in
reasonable detail.
26.2 Town may, at any time, terminate performance of the work, in whole or in part, for its
own convenience. The Town may effect such termination by giving Consultant
written Notice of Termination specifying the extent and effective date of termination.
In case of termination, for convenience, Town shall pay Consultant for work
satisfactorily completed, to the date of termination. The Town shall determine the
portion of work completed.
26.3 If either party so terminates, the Consultant shall promptly deliver to the Town all
drawings, computer programs, computer input and output, analysis, plans,
photographic images, tests, maps, surveys and writer’s materials of any kind
generated in the performance of its Services under this Contract up to and including
the date of termination.
27 SUSPENSION: Without terminating or breaching this Contract, the Town may, at its
pleasure, suspend fee services of the Consultant hereunder. Town may effect suspension by
giving the Consultant written notice one (1) day in advance of the suspension date. Upon
Town of Estes Park Professional Services Contract --Page 10 of 12
receipt of such notices the Consultant shall cease their work as efficiently as possible, to
keep total charges to a minimum. The Town must specifically authorize any work performed
during suspension. Since suspension and subsequent reactivation may inconvenience the
Consultant, Town will endeavor to provide advance notice and minimize its use. After a
suspension has been in effect for thirty days, the Consultant may terminate this Contract at
will.
28 ASSIGNMENT AND DELEGATION: Except as stated, neither party may assign its rights
or delegate its duties under this Contract without the express written approval of the other.
29 SUBCONTRACTING: Except subconsultant clearly identified and accepted in the
Contractor's Proposal, Consultant may employ subconsultants to perform the Services only
with Town's express prior written approval. Consultant is solely responsible for any
compensation, insurance, and all clerical detail involved in employment of subconsultants.
30 GOVERNING LAW AND VENUE: The laws of the State of Colorado shall govern
enforcement and interpretation of this Contract. Venue and jurisdiction for any court action
filed regarding this agreement shall be only in Larimer County, Colorado.
31 AUTHORITY: This instrument forms a contract only when executed in writing by duly
authorized representatives of Town and Consultant. By their signatures on this document,
the signatories represent that they have actual authority to enter this Contract for the
respective parties.
32 INTEGRATION: There are no other agreements on the same subject than expressly stated or
incorporated in this Contract.
33 DAMAGES FOR BREACH OF CONTRACT: In addition to any other legal or equitable
remedy the Town may be entitled to for a breach of this Contract, if the Town terminates
this Contract, in whole or in part, due to Contractor’s breach of any provision of this
Contract, Contractor shall be liable for actual and consequential damages to the Town.
Signature pages follow.
Town of Estes Park Professional Services Contract --Page 12 of 12
TOWN OF ESTES PARK:
By:
Date
Title: _______________________________
State of )
) ss
County of )
The foregoing instrument was acknowledged before me by , as
of the Town of Estes Park, a Colorado municipal corporation, on
behalf of the corporation, this day of , 2024.
Witness my hand and official Seal.
My Commission expires .
Notary Public
APPROVED AS TO FORM:
Town Attorney
Mall Road Waterline Extension
Proposal for
September 8, 2023
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 •
Cover Letter
September 8, 2023
Jacqui Wesley
Town of Estes Park
170 MacGregor Avenue
Estes Park, CO 80517
Kimley-Horn
3801 Automation Way, Suite 210
Fort Collins, CO, 80525
www.kimley-horn.com
RE: Proposal for Mall Road Waterline Extension
Dear Jacqui Wesley and Members of the Selection Committee,
Kimley-Horn is pleased to submit our qualifications to the Town of Estes Park
Town) for the Mall Road Waterline Extension project. We have walked the site and
understand that this extension completes a critical loop in the Town’s water system
that will improve fire flow, reliability, and water quality. This project will involvea
river crossing and the crossing of US Highway 34. Our project team is uniquely
positioned to offer the Town extensive knowledge of all scopes of work necessary
to complete this design, including Colorado Department of Transportation (CDOT)
utility crossings, river crossings, rock excavation and trenching, and federal funding
support. Kimley-Horn is pleased to offer the Town the following benefits:
Funding Experience. Members of our project team offer a variety
of experience with state and federal funding programs such as State
Revolving Funding (SRF), United States Department of Agriculture (USDA)
Rural Development, and Community Development Block Grant (CDBG)
projects. Funding specialist Adam Monchak, P.E., PMP has completed
several projects where he was directly involved in funding assistance for
water utilities in Colorado and throughout the Intermountain West. Adam
is joined by other key team members, including Roger Berg, P.E. and Joel
Price, P.E., LEED AP, who have also helped their clients apply for funding
assistance, ensure all state and federal forms and language are included
in the bid documents, and manage the required documentation during
construction (payroll compliance, wage rate certification, American Iron &
Steel, Buy American, etc). Our project team is versed in assisting public
agencies identify, apply, track, and ensure compliance for funding support
and all associated tasks. We look forward to assisting the Town with
obtaining funding.
River Crossing Experience. Kimley-Horn expects that crossing the Big
Thompson River will be a critical and potentially challenging component
of this project. During Project Manager Roger Berg’s employment with
the City of Loveland, Water Department, he completed nine water and
sewer installations across this river in response to the historic 2013 flood.
Pipe sizes ranged from 6-inch through 20-inch and construction included
a mix of open cut and trenchless installation. This project experience in
working on the Big Thompson River was invaluable and provided Roger
insight into the power of the river, the importance of scour analysis, and
the importance of long-term pipe protection. Roger possesses an intimate
knowledge of the river that he is eager to share with his project team and
the Town to make this crossing as seamless of a process as possible.
CDOT Utility Crossing Experience. Members of the project team
offer experience completing permitting and design for various highway
crossings throughout Colorado. Our team will evaluate open cut vs.
trenchless alternatives and will develop a solution that will minimize
potential future issues related to the water line and to minimize traffic
disruptions during the construction phase. To address this, Roger has
composed a project team in which all key members offer experience
in both trenchless installation and CDOT roadway crossings. We have
additionally partnered with Lithos Engineering, a geotechnical engineering
firm, to assist with designing the most effective and efficient highway
crossing. Our team is familiar with the steps necessary to make the CDOT
coordination process as seamless as possible for the Town and we are
pleased to offer our expertise.
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 •
We are committed to enhancing Northern Colorado. Kimley-Horn has
been providing professional consulting services to Colorado clients for
over 32 years. With two offices located North of the Denver Metro area
Fort Collins and Broomfield), our professionals who reside and work
in Northern Colorado understand the value serving the communities in
which they live, work, and play. Kimley-Horn is passionate and committed
to contributing to the growth and betterment of the Northern Colorado
region, and we are eager to partner with the Town to advance the
infrastructure of the Town. Kimley-Horn understands the Town’s vision of
being a vibrant and welcoming mountain community, and we understand
that this begins with seen and unseen infrastructure that affords Town
citizens safety and a high-quality state of living.
Mountain Pipeline Experience. Our design team recently finished the
design for a private ski resort near Salt Lake City, Utah that included
approximately 40 miles of water and sewer installation in very rocky and
mountainous terrain (over half of which was ductile iron waterlines). Our
technical lead, Joel Price, has worked on over 30 miles of water and
sewer infrastructure design in rocky terrain including Aspen, Crested
Butte, Frisco, Lyons, Fairplay, Pueblo, and Castle Rock in various
rocky conditions including large cobbles and solid rock formations.
This experience, combined with other key team member experience
throughout the rocky mountains, has afforded the project team a deep
and intimate understanding of the challenges unique to pipeline navigation
through rocky terrain. We expect to use this knowledge to minimize front-
end learning curves, ultimately providing the Town sound guidance right
from the start.
We thank you for your time and consideration and look forward to serving the Town. We acknowledge the receipt of Addendum 1. If you have any questions regarding our
project team’s qualifications, please contact Project Manager Roger Berg at roger.berg@kimley-horn.com or at 970.852.0423.
Sincerely,
KIMLEY-HORN
Roger Berg, P.E.
Senior Project Manager | Construction Manager
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 1
Section 1: Team Experience and Qualifications
Organizational Chart
Project Manager Roger Berg, P.E. has assembled a project team of personnel who
possess the necessary skills, qualifications, and experience to execute this project.
The organizational chart (Figure 1) below depicts the roles and relationships of the
professional staff assigned to Mall Road Waterline Extension.
Roger Berg, P.E.
Project Manager|Construction Manager
Roger offers over 30 years of experience. Before joining
Kimley-Horn, Roger worked at the City for Loveland Water Department for nine
years as a Senior Civil Engineer and the Water Utilities Manager. He gained
extensive experience with water and wastewater systems, facilities, operations, and
maintenance. Prior to his work at the City of Loveland, he served as a consulting
engineer and completed a range of water/wastewater projects for local, state,
and federal agencies; and developers. Roger’s project experience includes water
supply, storage, pumping, and distribution; wastewater collection, pumping, and
treatment; stormwater management; street improvements; recreational facilities;
and residential and commercial land development. As your Project Manager and
Construction Manager, Roger will be the Town’s primary point of contact and
will be responsible for contractual requirements. He will additionally oversee
the construction of this project.
Joel Price, P.E., LEED AP
Quality Specialist|Technical Lead
Joel brings 22 years of experience working in the civil engineering
industry. He is passionate about client service and developing
water infrastructure solutions for a range of client needs. He has built a meaningful
reputation of being a trusted advisor with clients throughout Northern Colorado
and takes pride in helping public utilities meet their growing water infrastructure
demands. Joel’s expertise encompasses municipal engineering specific to the
design and construction of water distribution, raw water supply, and wastewater
collection; stormwater management; and water quality. He is skilled in municipal
infrastructure, estimating, and public works. As your Quality Specialist and
Technical Lead, Joel will oversee the quality of project deliverables and
the overall quality of work performed by the project team. He lives in North
Longmont and is approximately 45 minutes from the Town. He works out of
the Fort Collins office alongside Roger consistently and will be accessible to
the Town throughout the project execution.
The key team member biographies outline a brief summary of
professional experience for each key staff member. More detailed
qualifications for all team members may be found in
Appendix A: Resumes.
Figure 1: Organizational Chart
Project Manager
Roger Berg, P.E.
Quality Specialist and
Technical Lead
Joel Price, P.E., LEED AP
Funding Lead
Adam Monchak, P.E.,
PMP
Design Lead
Mimi Williams, P.E.
Environmental
Lead
Stephen Myers, PWS
Geotechnical
Ryan Marsters, P.E. 1
SUE
Kasey Hayes 2
Survey
Eric Purcell, PLS 3
1 Lithos
2 Ayers
3 Topographic
Construction
Managers
Roger Berg, P.E.
Ryan Marsters, P.E. 1
CDOT Coordination
Chris Hopkins, P.E.
Floodplain
Permitting and
Scour Analysis
Frans Lambrechtesen,
P.E., CFM
Key Team Member
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 2
Adam Monchak, P.E., PMP
Funding Lead
Adam offers 16 years of experience managing water and
wastewater infrastructure projects from concept to construction.
He has expertise in municipal water and wastewater treatment,
municipal water distribution and storage, and municipal wastewater collection.
Adam grew up in Berthoud, Colorado and is frequently in Northern Colorado to
visit his parents and family, who still live in the Berthoud/Fort Collins area. Adam
frequently works out of the Kimley-Horn Fort Collins office and will be able to
support the Town by being on site as needed. Adam has served as a trusted advisor
to his clients through funding, planning, project development, construction, and the
commissioning of various facilities. As your Funding Lead, Adam will offer his
experience and expertise with USDA, SRF, and other funding opportunities in
Colorado to assist the Town in all loan and grant funding tasks for
this project.
Mimi Williams, P.E.
Design Lead
Mimi is a professional engineer with five years of experience in
hydraulic modeling and calculations, water and wastewater design,
and stormwater management projects. Mimi’s passion for impacting communities
through infrastructure began during her time in school when she volunteered
with Engineers Without Borders. Mimi has worked with municipalities and private
clients designing water distribution and wastewater collection improvements, water
pump stations, wastewater lift stations, and various drainage project. She has
served as a project engineer on several projects which involve navigating complex
rocky terrains and that require river crossings, easements, CDOT crossings, and
trenchless installations. As your Design lead, Mimi will be responsible for
leading the overall design of the project.
Ryan Marsters, P.E.
Construction Manager|Geotechnical
Ryan’s experience includes tunnel design for water, storm sewer,
and sanitary sewer applications. His expertise and experience
includes directing preparation of contract documents, geotechnical baseline
and data reports, litigation support and analysis, trenchless feasibility and
constructibility, tunnel condition assessment, field engineering, and historic tunnel
evaluation and rehabilitation. Ryan has served in a variety of roles including
construction manager and geotechnical for over 200 tunnel projects throughout the
Rocky Mountain region. As your Construction Manager, Ryan will assist Roger
in the oversight of this project and offers his extensive experience in working
on construction projects of this size and complexity.
Table 1: Key Staff Experience
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Roger Berg, P.E.
Joel Price, P.E., LEED AP
Adam Monchak, P.E., PMP
Mimi Williams, P.E.
Ryan Marsters, P.E.
Table 1 below details our key staff members’ experience in
elements we expect to be a critical component of this project.
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 3
Reference Projects
Little Thompson Water District, Larimer County
Road (LCR) 8 and LCR 12 Waterline Replacement
Berthoud, CO
Summary: Kimley-Horn was tasked with replacing and relocating an existing
asbestos cement waterline as a part of Larimer County roundabout project.
The intersection improvements required significant utility relocations including
approximately 1,200 feet of existing six-inch asbestos cement waterline, valves,
water service connections, and fire hydrant in the vicinity of the roundabout. The
design included a phasing plan to ensure water service was maintained along
LCR 8. This project requires removing a segment of asbestos pipe and connecting
to asbestos pipe in service. In addition, the project team has researched and
determined the appropriate fittings to safely connect to the existing asbestos pipe.
City of Greeley, 12th Street Inceptor Sewer and
Storm Outfall Phase 1A and 1B
Greeley, CO
Summary: Kimley-Horn relocated utilities associated with a stormwater project. As
part of the first project phase, Kimley-Horn designed a sewer interceptor combining
and relocating two 24-inch interceptors and a 27-inch interceptor, into a single
36-inch interceptor to cross under future stormwater improvements and CDOT
Highway 85. In addition to the design, our scope included applying for Colorado
Department of Public Health (CDPHE) permit through the site application and
design review process. The majority of the sewer interceptor design was performed
using open-cut techniques while mitigating a substantial number of existing
utility conflicts. The CDOT highway crossing was designed and constructed using
trenchless installation for the cased crossing of CDOT Highway 85.
Key Similarities:
Waterline installation, service connections, maintaining traffic
during construction, and coordination with multiple utilities
Description of Team Members’ Roles:
Roger Berg — Project Manager: Roger managed and oversaw the
project team and attended several coordination meetings with County
staff and other utility representatives.
Adam Monchak — Quality Assurance/Quality Control (QA/QC)
Manager: Adam oversaw the quality of all deliverables for this project.
Project Reference:
Brad Eaton, District Engineer, 970.344.6373, beaton@ltwd.org
Key Similarities:
Highway crossing, large-diameter pipe design, modification to existing
utilities, design and construction in a congested US Highway corridor,
CDOT Utility Crossing Permit, and trenchless installation
Description of Team Members’ Roles:
Adam Monchak — Project Manager. As Project Manager, Adam
oversaw the design of the sewer interceptor, coordinated with CDOT
to cross Highway 85, permitted with CDPHE, and coordinated monthly
billings and progress tracking for the client.
Mimi Williams — Design Engineer. Mimi’s role included preparing the
sewer and water line construction documents, coordinating with sub-
consultants, attending client meetings, and preparing the CDPHE site
application. During construction, Mimi attended weekly construction
meetings, reviewed material submittals and shop drawings, observed
critical parts of the construction, and responded to contractor questions.
Project Reference:
John Goin, Civil Engineer, 970.350.9826, john.goin@greeley.gov.com
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 4
Wasatch Peaks Ranch (WPR) Development, WPR
Water/Wastewater System Design
Morgan County, UT
Summary: Kimley-Horn completed the master planning and design for this
20-square mile private ski resort development. Our team completed the planning
and design for water supply, treatment, storage, and distribution and wastewater
collection and pumping, in addition to all earthwork/grading, roadways, drainage,
stormwater collection, dry utility, and renewable energy. Kimley-Horn’s
water/wastewater design activities included 40 miles of pipelines, three water
supply wells, four water storage tanks, three water pump stations, seven lift
stations, and associated appurtenances. The project included design of a 24-inch
high density polyethylene (HDPE) transmission main via horizontal directional
drilling (HDD). HDD was utilized to avoid a known geohazard area in order to safely
avoid potential geotechnical shifting and future main breaks. This waterline was
installed at roughly 100-foot depth and for a length of 1,300 feet. Kimley-Horn is
currently performing construction management to oversee the installation of all
project components.
City of Nogales, Waterline Replacement Program
Nogales, AZ
Kimley-Horn completed design and construction phase services for approximately
6,000 feet of water line replacement in existing neighborhoods around the City of
Nogales, Arizona. The project was funded through a low-interest SRF loan which
is administered by the Water Infrastructure Finance Authority of Arizona (WIFA).
Kimley-Horn prepared drawings, details, specifications, and front-end documents in
accordance with the WIFA requirements.
Key Similarities:
Ductile iron water line and rocky mountainous terrain
Description of Team Members’ Roles:
Adam Monchak — Project Manager. Adam led the team in the
planning, design, and permitting for the water/sewer system and supply,
treatment, and pumping.
Roger Berg — QA/QC Manager. Roger oversaw the quality of all
deliverables for this project.
Mimi Williams — Design Engineer. Mimi was responsible for the
design of the three pump stations, two wells, four tanks, the water
treatment system, and water and sewer pipelines.
Project Reference:
Vance Bostock, Vice President, 303.349.1949, vbostock@wprdevco.com
Key Similarities:
Water line installation, service connections, and funding assistance
Description of Team Members’ Roles:
Roger Berg — QA/QC Manager. Roger assembled the required WIFA
documents to ensure compliance with the loan program and oversaw the
quality of all deliverables for this project.
Project Reference:
Alejandro Bardenas, Public Works Director, 520.287.6571,
abarcenas@nogalesaz.gov
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 5
Town of Lyons, Apple Valley Road Waterline*
Lyons, CO
This project developed construction plans for a 12-inch diameter potable waterline
that runs approximately 4,000 linear feet along Apple Valley Drive from Antelope
Drive to an existing waterline connection east of Highway 36. Funded by Federal
Emergency Management Agency (FEMA) and CDBG disaster recovery (DR), this
project was part of the remaining infrastructure improvements to incorporate
resiliency in critical Town Infrastructure. The team coordinated extensively with
multiple stakeholders including the City of Longmont, Boulder County, and CDOT to
maintain environmental clearances and match construction schedules to minimize
traffic disruptions. The City of Longmont simultaneously constructed a 24-inch
diameter raw waterline in the same narrow corridor. Boulder County has jurisdiction
on much of the projects limits.
Town of Lyons, Longs Peak Avenue
Infrastucture Improvements*
Lyons, CO
The Long’s Peak Drive Project included 1,400 feet of full-depth roadway
reclamation, as well as the installation of new potable waterline and new sanitary
sewer and associated manholes in the same area. The project was constructed
in a residential area in rocky terrain with one access point on a steep grade of
approximately 25%. A key challenge of this project included the need to develop
and analyze several alternatives for water, sewer, and storm infrastructure to
accommodate the Town’s unique budgetary restrictions.
Key Similarities:
12-inch potable waterline, approximately 4,000 linear feet, CDOT
crossing, SRF funding assistance, 2,000 linear feet of construction
dewatering, and 750 linear feet of rock excavation
Description of Team Members’ Roles:
Joel Price — Project Manager. Joel led design for Town of Lyons
and coordinated with County and Longmont to stage areas, stockpiling,
erosion control, and traffic control along Apple Valley Road. Trenchless
technologies were used to cross the CDOT right-of-way at US 36 to avoid
interruptions to traffic.
Project Reference:
Victoria Simonsen, Town Administrator, 303.823.6622 ext. 19,
vsimonsen@townoflyons.com
Key Similarities:
Roadway reclamation, potable waterline, rock excavation, and
funding assistance
Description of Team Members’ Roles:
Joel Price — Principal-in-Charge. As Principal-in-Charge, Joel
oversaw waterline installation for 1,400 linear feet of potable waterline
and new sanitary sewer along Longs Peak Avenue.
Project Reference:
Aaron Caplan, Engineering, Building, and Utilities Director, 303.823.6622
ext. 42, acaplan@townoflyons.com
Denotes projects completed by Joel Price prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 6
Section 2: Project Understanding and Approach
Kimley-Horn understands the importance and positive impact the Mall Road
Waterline Extension will have on the Town’s water distribution system. Completing
this loop will improve fire flow, water quality, redundancy, and reliability. While the
route may look straight forward at first glance, there are numerous constraints
and challenges along the entire length of the project including:
Narrow right-of-way and potential
need for multiple easements
Buried and overhead utilities
adjacent to the desired alignment
Utility pedestals and cabinets
adjacent to the desired alignment
The need to maintain traffic and
local access during construction
Olympus Siphon crossing
Big Thompson River Crossing
Highway 34 Crossing
The following approach takes into account the constraints and potential
challenges listed above. After the project kick-off meeting, our team will work
closely with Town staff to finalize the alignment and identify locations where
easements will be necessary. We will assess the feasibility of installing the waterline
in the right-of-way adjacent to the pavement vs. outside of the right-of-way in
permanent easements.
Another key planning phase task will be coordination with Larimer County, CDOT,
and the US Bureau of Reclamation (USBR). Installation of the water line under or
over the Olympus Siphon will require a permit from the USBR and special design
considerations in accordance with their Engineering and Operation and Maintenance
O&M ) Guidelines for Crossings. Kimley-Horn does not expect a Larimer County 1041
review but the county will require an excavation permit for any work in the county
right-of-way.
In order to get ahead of winter weather, we will schedule our subconsultant partners
to complete utility locations and topographic survey no later than mid-December.
Collecting this data will be critical to keeping the project on schedule, and the data
will inform the subsurface utility engineering (SUE) Level B drawings and help
determine the final alignment and necessary easement locations. Other concurrent
pre-design tasks will include: Preliminary Engineering Report, Environmental
Assessment Report, funding research and assistance, and geotechnical investigation.
Lithos will conduct the geotechnical investigation and assist our team in making
recommendations for pipe installation at each crossing mentioned. Based on our
combined experience with river crossings and rocky soils in the area, we expect
that an open cut installation across the Big Thompson River will be the most cost
effective. The river flowrate in that area is relatively low and relatively predictable
due to the proximity to Olympus Dam. This will reduce installation risks for the
contractor and will allow them to install half of the crossing at a time by moving
the river to one side with cofferdams. This method will require a Larimer County
Floodplain Permit and scour analysis. We will, however, evaluate the feasibility and
cost of a trenchless installation across the river and make a recommendation based
on best value and long-term operation and maintenance considerations.
Crossing Highway 34 will include an evaluation of installing the waterline by open
cut vs. trenchless. A preliminary conversation with the CDOT Region 4 Permits
Manager indicated that they typically require bored utility crossings in a steel
casing, but would consider an open cut installation depending on soil conditions and
depth to solid rock. The evaluation will consider cost, risk, and impacts to traffic.
The typical section below was provided by the USBR and shows that the siphon has
a diameter of 10’-9”, and a minimum cover of five feet. Once the final alignment is
determined, it will be critical to conduct potholing to confirm the exact depth at the
crossing to begin the design and review process with the Town and the USBR.
Alternative Delivery
Several towns and municipalities along the front range have began using
alternative delivery methods such as construction manager at risk (CMAR) to
complete complex projects. Some of the advantages include budget certainty, early
contractor input on design (value engineering), early procurement for long-lead
items, shared risk (particularly around the crossings described above), and control
over contractor selection. Kimley-Horn will assist the Town in evaluating the
pros and cons of the most common alternative delivery methods.
Original
ground
surafce
GuardRailGuardRail
10’-9” Dia.10’-9” Dia.
5’ Min.5’ Min.
1/2 :| Slope1/2 :| Slope
or asdirectedorasdirected
Roadway surfacingRoadway surfacing
on fill to countyonfillto county
roadonlyroadonly
Figure 2: Typical Section Thru Siphon
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 7
Challenges:
10-ft-9-in diameter concrete pipe to cross
If siphon has only 5-feet of cover, the
waterline will need to be shallow or will
need to be installed in a casing pipe
under the it
USBR Permit required
Cathodic protection is required for metallic
pipelines crossing USBR facilities
Risks:
Damaging the Siphon •
Potential for long review time
Mall Road Right-of-way
Challenges:
Narrow right-of-way
Overhead power line
Buried communication lines
Utility pedestals and cabinets
Maintaining traffic during
construction
Obtaining easements
Risks:
Traffic impacts •
Disruption to emergency vehicle
access
Failure to obtain easements
Challenges:
Open Cut •
U.S. Army Corps of
Engineers (USACE) 404
permit •
Coffer dam/flow
diversion •
Larimer County
Floodplain Permit
Scour analysis)
Trenchless •
Rock drilling
Risks:
Open Cut
Major runoff event
during construction
Cofferdam failure
Adverse impacts to fish
Trenchless
Potential for frac out if
HDD (impacts to water
quality and fish)
Cost
Challenges:
Narrow right-of-way •
Heavy traffic •
A primary entrance to Estes Park •
Potential for rock excavation
CDOT Utility Permit
Risks:
Traffic Impacts •
Disruption to emergency vehicle access •
Pavement settlement •
Encountering shallow rock and/or
large cobbles
Mall R dMallRd
Figure 3: Olympus Siphon Crossing
Mall R d
Mall R d
Figure 4: Big Thompson River Crossing
Ma
ll
Rd
Ma
ll
Rd
US Highw a y 3 4
US Highw a y 3 4
Figure 5: Highway 34 Crossing
Proposed Pipe
Olympus Siphon Area
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 8
Section 3: Project Management and Quality Management
The following section highlights Kimley-Horn’s approach to project management to ensure a high level of service to the Town. This approach covers cost management,
schedule management, and overall quality management. The outlined approach considers how the Town will stay informed of project progress and considers input
opportunities at key decision points.
Cost Management and Tracking
One of the vital cost control methodologies for this project will be the team’s
previous experience and lessons learned and applying them to Mall Road. The
major lessons learned include:
Identifying realistic goals
Developing a focused project work plan that addresses only the items
necessary to accomplish the goals
Anticipating the implications of decisions made in early phases to
future phases
Developing and maintaining an Excel based spreadsheet available on a
Sharepoint website to track expenditures and ensure that funds are used
effectively and in accordance with the grant/loan requirements
Schedule Management
As part of Kimley-Horn’s approach to schedule management, Roger Berg, P.E.
will:
Create a detailed schedule with milestones completion dates for specific
tasks and the overall project
Create a project work plan, which allocates work-hour commitments by
individual Kimley-Horn team members for each project task
Inform the Town of relevant schedule updates and milestones at the bi-
weekly progress meetings
Town Input at Critical Decision Points
Project Manager Roger Berg, P.E. will lead in-person and/or virtual bi-weekly
progress meetings to inform Town staff of key issues and milestone updates
and gain input from relevant stakeholders. Roger and the project team
will provide:
Progress reports that highlight all progress and identify resolution of
problems or issues before they affect schedule and budget
Technical reports that summarize the findings so that all project team
members can continually evaluate progress
Ongoing electronic communication such as email and virtual meetings
as needed
Quality Management
As part of Kimley-Horn’s approach to quality, Quality Specialist Joel Price, P.E.,
LEED AP will:
Conduct technical checks and peer reviews to ensure project services and
deliverables are accurate, high-quality, and complete
Perform Quality Calls to your staff after design and throughout the project
to ensure service and deliverable expectations are met or exceeded,
providing Town staff the opportunity to speak candidly about the services
they have received from Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 9
Section 4: Funding Support
Kimley-Horn’s approach to funding support is outlined below.
IDENTIFICATION OF LOAN AND GRANT FUNDING SOURCES: Kimley-Horn
will assist the Town in evaluating all potential funding sources. The following
options are the most likely candidates to assist in funding the Mall Road Waterline
Extension. All of the options include federal funding and therefore require the
Town to go through the environmental review process (finding of no significant
impact [FONSI], categorical exclusion [CATEX], environmental assessment [EA],
environmental impact statement [EIS]). In addition, if federal funding is used, the
contractor will be required to pay prevailing wages in accordance with the Davis-
Bacon Act, and will be required to comply with American Iron and Steel, Buy
American Act, and other restrictive requirements.
SRF: This is a federally funded low-interest loan program administered by
the CDPHE. The Town should be eligible for this program since the Town
included water system improvement projects on the Eligibility Survey. The
SRF program also offers a “Design and Engineering Grant” for eligible
communities. Eligibility is based on median household income, median home
values, the unemployment rate, and other financial metrics.
USDA Rural Development Water and Waste Disposal Loan and Grant
Program: This a federal program offering low-interest loans and grants for
eligible communities. Eligibility is largely based on median household income,
population (must be under 10,000 people), and water rates.
Water Infrastructure Finance and Innovation Act (WIFIA): This federal,
low-interest loan program is administered by the Environmental Protection
Agency (EPA). The minimum project size for small communities like the Town
of Estes Park is $5M. The Town would be responsible for funding at least
51% of the project. We do not expect the Mall Road project to be $5M so the
Town would need to combine this project with another eligible project to meet
that threshold.
Bipartisan Infrastructure Law (BIL): This funding bill was passed in 2021
with a focus on water, transportation, high-speed internet, power, and
other infrastructure projects. The water portion of the bill is geared toward
lead service line removal, Per- and Polyfluorinated Substances (PFAS)
contaminants, emerging contaminants, source water improvements, and
additional funding for the drinking water SRF program. If funds are made
available from this bill for projects such as the Mall Road Waterline Extension,
the funds would be administered by CDPHE through the SRF program as
described above.
APPLICATION SUPPORT: Kimley-Horn will provide assistance to the Town
to ensure the application(s) are complete and accurate. The project team
will review applications, provide guidance on how to best present information, and
advise on eligibility requirements and guidelines. As needed, we can additionally
help prepare necessary documents.
EXPENDITURE TRACKING: We will develop and maintain an Excel-based
spreadsheet available on a Sharepoint website to track expenditures and
ensure that funds are used effectively and in accordance with the grant/loan
requirements. The team will regularly review spending and make recommendations
for changes as needed.
BUDGET INFORMATION DURING CONSTRUCTION: Kimley-Horn will work
with the Town to track the budget during the construction process to ensure
that all eligible funds are allocated and accounted for. We will make adjustments as
needed. We will also ensure that the project remains within budget and on schedule
by conducting weekly progress meetings with the Town and the Contractor.
COMPLIANCE WITH PAPERWORK REQUIREMENTS: Kimley-Horn will ensure
that all paperwork is completed in accordance with the grant/loan funding
requirements including environmental clearance and monitoring, Davis-Bacon wage
rate/payroll monitoring, employee interviews, compliance with American Iron and
Steel, and various social justice provisions and executive orders. We will review all
documents to ensure accuracy and compliance.
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • 10
Key Staff Experience with Federally Funded Projects
The information below demonstrates the individual experience that select key team
members offer related to supporting federally funded projects. The projects marked *
below were completed by our key team members prior to joining Kimley-Horn.
Adam Monchak. Adam’s time-tested track record of securing both
small-scale and large-scale grants demonstrates his ability to provide
sound guidance in helping agencies in Colorado obtain approval of funding
from various federal and state agencies. He has submitted monthly payment
application review and regulatory compliance checks and has completed reporting
to funding agencies for conformance. Some of his direct project experience
includes the following:
Louviers Water and Sanitation District, CO: Wastewater Collection
System Project Needs Assessment. This SRF-funded project included
completing a design report, submittals, and coordination to obtain CDPHE
approval for the completion of the project needs assessment.
Louviers Water and Sanitation District, CO: Wastewater Treatment
Facility Upgrade. This USDA-funded project included providing assistance
for the coordination, review, and approval of the necessary reports, forms, and
design components to support the installation of 1,200 linear feet of HDD bore
for a river crossing and a bore for railroad crossing.
Roxborough Water and Sanitation District, CO: NWDC Water Project. This
project was funded by the SRF program, and included 47,000 linear feet of
eight-inch, 3,800 linear feet of 10 inch and 2,800 linear feet of 12-inch water
distribution piping.
Joel Price. Joel has extensive experience with Colorado funding
strategies, and regulations with state agencies including CDPHE, CDOT,
Colorado Water Conservation Board (CWCB), CDBG, and Department
of Local Affairs (DOLA), as well as federal agencies such as Federal Highway
Administration (FHWA), USDA, and FEMA. Some of his direct project experience
includes the following:
Town of Fairplay, CO: Water Distribution Pipeline. This project included the
design and construction of approximately eight miles of water distribution pipeline
from the Association’s water treatment facility throughout the Redhill Forest
Property in Fairplay, Colorado. Funding was secured through a USDA grant
Town of Lyons, CO: Longs Peak Avenue Infrastructure Improvements.
This project included 1,400 feet of potable waterline and sanitary sewer that
was funded by a DOLA mineral and impacts grant for construction.
Town of Lyons, CO: Apple Valley Road Waterline. This project included
4,000 feet of potable waterline that was funded by FEMA and SRF.
Roger Berg. Roger spent the first two-thirds of his career assisting
small communities in North Dakota and Missouri obtain funding for water
and wastewater improvement projects. Roger served as the contract City
Engineer and completed all required agency coordination, grant/loan applications,
design reports, environmental compliance documentation, design, and construction
phase services. Some of his direct project experience includes the following:
City of Steele, ND: Water Treatment Plant Improvements. Due to years of
water quality complaints, the City of Steele decided to convert their existing ion
exchange filtration plant to a reverse osmosis membrane plant. Funding was
provided by a 50/50 grant and loan through the USDA-RD program.
City of Ashley, ND City-wide Waterline Replacement. In order to improve
water quality, and to stop fixing several leaks every month, the City replaced
all six-inch cast iron waterlines throughout the City with new eight-inch PVC.
Due to a very low median household income, the City received a 75/25 grant
and loan through the USDA Rural Development program.
City of Lincoln, ND Wastewater Lagoon System Expansion. The City
of Lincoln is small bedroom community located a few miles southeast of
Bismarck, ND. Due to a several new developments in the 1990s and early
2000s, the City needed to add an additional lagoon cell to their existing
treatment system. The project was funded by an SRF loan.
City of Rogersville, MO Highway 60 Waterline Extension. This
CDBG-funded project included installing three miles of 12-inch PVC from the
City to the well, mostly adjacent to US Highway 60, including one steel-cased
boring under the highway.
City of Rogersville, MO Well House and City-Wide Supervisory Control
and Data Acquisition (SCADA) System. This project included construction
of a well house, submersible well pump, and a City-Wide SCADA system to
monitor and control all wells and tanks. Funding was provided by a low-
interest SRF loan.
Appendix A: Resumes
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-1
ROGER BERG, P.E.
Project Manager|Construction Manager
Roger is a professional engineer with over 30 years of experience. Before joining Kimley-Horn, Roger worked at the City of
Loveland Water Department for nine years as a Senior Civil Engineer and the Water Utilities Manager. Through this, he gained
extensive experience with water and wastewater systems, facilities, operations, and maintenance. Prior to his work at the
City of Loveland, he served as a consulting engineer and completed a range of water/wastewater projects for local, state,
and federal agencies; and developers. Roger’s project experience includes water supply, storage, pumping, and distribution;
wastewater collection, pumping, and treatment; stormwater management; street improvements; recreational facilities; and
residential and commercial land development. As Project Manager and Construction Manager, Roger will be the City’s
primary point of contact and will be responsible for contractual requirements. He will additionally oversee the
construction of this project.
Relevant Experience
Little Thompson Water District, LCR 8 and 21 Waterline Replacement, Berthoud County, CO — Project Manager.
This project included replacing existing asbestos cement waterline as part of Larimer County roundabout project. The
intersection improvements required significant utility relocations including approximately 1,200 feet of existing six-inch
asbestos cement waterline, valves, water service connections, and fire hydrant in the vicinity of the roundabout. The
design included a phasing plan to ensure water service was maintained along LCR 8.
City of Nogales, Waterline Replacement Program, Nogales, AZ — QA/QC Manager. This project included three
waterline replacement projects in various locations throughout the City. The combined program includes six miles of new
eight-inch and 12-inch waterline, service line replacement, hydrants, valves, and other miscellaneous work.
Fort Collins-Loveland Water District, Longview Service Area Evaluation, Loveland, CO — Project Manager.
Kimley-Horn evaluated service alternatives for the Longview Business Park. Alternatives considered were replacement
of the booster pump station vs. abandoning the pump station and transferring the existing customers and distribution
infrastructure to the City of Loveland. The evaluation considered infrastructure cost, easement acquisition, water rights
implications, and a 20-year financial analysis.
City of Loveland, Department of Water and Power, Loveland, CO — Water Utilities Manager. Roger managed
the Water Division for the City of Loveland for six years. He was responsible for management of the water department
including water treatment, wastewater treatment, technical services, water quality laboratory, collection and distribution,
planning, engineering, metering, and water resources.
Credentials
Bachelor of Science, Civil
Engineering, University of
North Dakota
Professional Engineer in
CO (#47813)
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-2
City of Loveland, Waterline Replacement Program, Loveland, CO — Program Manager. Beginning in 2013, the City
of Loveland began a $2M per year annual waterline replacement program. Projects included replacement by open cut and
directional drilling, and trenchless rehabilitation of existing lines via pipe bursting and Cured-in-Place-Pipe (CIPP) lining.
City of Loveland, Big Thompson Flood Recovery, Loveland, CO — Program Manager. The 2013 flood destroyed or
damaged several water and sewer lines along and across the Big Thompson River. The City replaced approximately $6M
of water and sewer lines ranging in size from eight-inch to 48-inch diameter. The projects included a mix of open cut and
trenchless installations. The projects were funded by FEMA requiring an expedited environmental review and Larimer
County floodplain permitting.
City of Loveland, 36th Water Transmission Line Leak Detection and Assessment, Loveland, CO — Program
Manager. This pilot project was completed in conjunction with Pure Technologies to investigate the condition of a five-mile
segment of a 36-inch steel water transmission line.
Roger Berg
Resume Continued
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-3
JOEL PRICE, P.E., LEED AP
Quality Specialist | Technical Lead
Joel brings 22 years of experience working in the civil engineering industry. He is passionate about client service and
developing water infrastructure solutions. He has built a meaningful reputation of being a trusted advisor with clients
throughout Colorado and takes pride in helping public and private utilities meet their growing water infrastructure demands.
Joel’s expertise encompasses municipal engineering specific to the design and construction of water distribution, raw water
supply, and wastewater collection; stormwater management and water quality. He is also skilled in municipal infrastructure,
estimating, and public works.
Relevant Experience
Town of Lyons, Apple Valley Road Waterline, Lyons, CO — Project Manager. Joel served as Project Manager team
worked with Lyons to develop construction plans for a 12-inch diameter potable waterline that runs approximately 4,000
linear feet along Apple Valley Drive from Antelope Drive to an existing waterline connection east of Highway 36. Funded
by FEMA and CDBG-DR, this project is part of the remaining infrastructure improvements to incorporate resiliency in
critical Town Infrastructure. The team coordinated extensively with multiple stakeholders (including the City of Longmont,
Boulder County, and CDOT) to maintain environmental clearances and match construction schedules to minimize traffic
disruptions. The City of Longmont simultaneously constructed a 24-inch diameter raw waterline in the same narrow
corridor. Boulder County has jurisdiction on much of the projects limits, and Joel worked with the County and Longmont
to coordinate staging areas, stockpiling, erosion control, and traffic control along Apple Valley Road. TA pipe ram was
utilized and design supported by Lithos to to cross the CDOT right-of-way at US 36 to avoid interruptions to traffic.
Town of Lyons, Longs Peak Avenue Infrastructure Improvements, Lyons, CO — Principal-in-Charge. The
Long’s Peak Drive Project includes 1,400 feet of full-depth roadway reclamation, as well as the installation of new
potable waterline and new sanitary sewer and associated manholes in the same area. The project will be constructed
in a residential area in rocky terrain with one access point on a steep grade of approximately 25%. A key challenge of
this project included the need to develop and analyze several alternatives for water, sewer, and storm infrastructure to
accommodate the Town’s unique budgetary restrictions.
City of Pueblo West, West Side Transmission Line, Pueblo West, CO — Project Manager. This project included
36-, 30-, and 24-inch diameter potable water transmission line from the Pueblo West Water Treatment Plant to
Spaulding Avenue. This two-mile long pipeline increased the hydraulic capacity of the distribution system from 16 MGD
to 30 MGD. The pipeline is connected to existing mains at seven major intersections. Several of the connections are
asbestos cement distribution lines. The new transmission line shares a major utility corridor with stormwater, gravity
sewer, force mains, and numerous dry utilities.
Credentials
Bachelor of Science, Civil
Engineering, Georgia
Institute of Technology
LEED AP
P.E. in CO (#42601)
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-4
Greenland Ranch Raw Water Transmission Line, Greenland, CO — Project Manager. This project included the design
of 30 miles of 24-inch diameter raw water transmission line to convey up to 14 mgd from Greenland Ranch to High Line
Canal along the Union Pacific Railroad (UPRR) and I-25 right-of-way. Required responsible client and UPRR coordination for
hydraulic calculations, pipeline alignment, and construction documents.
Redhill Forect Property Water Distribution Pipeline, Fairplay, CO — Project Manager. This project included
the design and construction of approximately 43,500 linear feet (eight miles) of water distribution pipeline from the
Association’s water treatment facility throughout the Redhill Forest Property in Fairplay, Colorado. The design included plan
and profile, pipe material analysis, thrust protection, pre-insulated pipe, joint restraint systems, air release/vacuum breaker
valves, blow off drain design, and isolation valve locations. Over half of this project was trenched by a rock saw at a depth
of nine-feet due to elevation of the site being over 9,000 feet.
City of Aspen, Maroon Creek Raw Water Pipeline Rehabilatation, Aspen, CO — Principal-in-Charge. This current
project includes the rehabilitation of 6,200 linear feet of 39-inch diameter reinforced concrete and prestressed concrete
cylinder pipe (PCCP). This pipeline is critical infrastructure that conveys surface water from the diversion on Maroon Creek
to the City’s water treatment plant and hydroelectric plant. Approximately 4,000 linear feet of this pipeline have been
historically inaccessible due to lack of access points, which has limited routine inspections and maintenance. This has led
to a limited understanding of the pipeline’s existing condition and compounded by a lack of complete and detailed as-built
data. A manually controlled probe was used to gather pipeline condition assessment data and provide more insight on the
pipeline alignment. The project also includes rehabilitation alternatives analysis, environmental permitting, design of the
proposed pipeline improvements, and construction inspection/observation services. Services included hydraulic modeling
from intake to the pipe plant.
Joel Price
Resume Continued
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-5
ADAM MONCHAK, P.E., PMP
Funding Lead
Adam manages water and wastewater infrastructure projects from concept to construction. He has expertise in municipal
water/wastewater treatment, municipal water distribution and storage, and municipal wastewater collection. Adam grew up
in Berthoud and is frequently in Northern Colorado to visit his parents and family, who still live in the Berthoud/Fort Collins
area. Adam frequently works out of the Kimley-Horn Fort Collins office and will be able to support the Town by being on site as
needed. Adam has served as a trusted advisor to his clients through funding, planning, project development, construction, and
the commissioning of various facilities. From concept to completion, Adam is bringing this passion and knowledge to Town
projects. As your funding lead, Adam will offer his experience and expertise with SRF funding in Colorado to assist
the Town in all loan and grant funding tasks for this project.
Relevant Experience
Louviers Water and Sanitation District, Wastewater Treatment Facility Upgrade Louviers CO — Project
Manager and Lead Engineer. Adam provided design engineering, and facility startup services for the wastewater
treatment facility upgrade which includes a land application system. Project components included the land application
system, the wet well and pump house building, installation of 1,200 linear of HDD bore for a river crossing and a bore
for railroad crossing. Additional project components included the coordination, review and approval of the necessary
reports, forms, and design components to support the Districts in the USDA project funding. During construction the
review of payment applications, confirmation of Davis-Bacon wages as well as the other resident project representative
RPR) duties for conformance with the required USDA reporting and documentation.
Plum Valley Heights subdistrict of Roxborough Water and Sanitation District, NWDC Water Project, Littleton
CO — Project Management/Lead Design Engineer for water piping installation during design and construction phase.
Project included 47,000 LF of eight-inch, 3,800 linear feet of 10-inch and 2,800 linear feet of 12-inch water distribution
piping and associated appurtenances, six cased bores for crossing large-diameter waterlines, railroads and CDOT
highway, two pressure reducing valve (PRV) vaults, and three master meter vaults. The project included construction
phase project management; including supervision of field observations, coordination with contractor for payment
application and change order review and approval, and coordination with client and regulatory agencies. The regulatory
agencies included the funding source documentation, review, and approval for SRF funding. Monthly payment application
review and regulatory compliance included the confirmation of Davis-Bacon wages as well as the other reporting for
conformance with the required SRF reporting and documentation.
Credentials
Bachelor of Science,
Environmental
Engineering, Colorado
School of Mines
Professional Engineer in
CO (#46008) and UT
Project Management
Professional (#11856272-
2022)
Project experience prior to
joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-6
Louviers Water and Sanitation District, Wastewater Collection System Project Needs Assessment, Louviers CO
Project Manager and Lead Engineer. Adam led the design for the completion of the project needs assessment for
the Louviers Water and Sanitation District Wastewater Collection System. This project included report and submittals and
coordination to obtain CDPHE approval. This project was also completed to support the District to secure the necessary SFR
funding for the project.
City of Greeley, 12th Street Interceptor Sewer and Storm Outfall: Phase 1A & Phase 1B Water and Sanitary
Relocations, Greeley, CO — Project Manager. The 12th Street Storm Outfall project is part of a phased implementation
of an overall master study to relieve flooding in the downtown and adjacent neighborhoods along the corridor. Kimley-Horn
led the efforts for Phase 1A to design a new interceptor sewer and a new waterline to improve the utilities as well as make
space for the new stormwater outfall to be completed with Phase 1B. Within the Phase 1B project, Kimley-Horn provided
consulting to relocate existing water and wastewater utilities to make way for the needed stormwater infrastructure.
Kimley-Horn designed a sewer interceptor, combining and relocating two 24-inch interceptors and a 27-inch interceptor into
a 48-inch-diameter interceptor to cross under future stormwater improvements and Highway 85. In Phase 1B, Kimley-Horn
is partnering with ICON to develop the 12th Street corridor and to implement stormwater conveyance infrastructure and a
large water quality pond.
Colorado Springs Utilities, Sommerlyn Hills Water and Wastewater Improvements, Colorado Springs, CO — Deputy
Project Manager. Kimley-Horn was tasked with relocating and designing improved potable water (and sanitary) pipelines
eight inches) to allow for the inclusion of a new storm main in a historical neighborhood with narrow streets and congested
underground utility corridors. An important part of this project was to have extensive SUE and exploration completed
to inform the design. A major project goal was to stay within the public right-of-way, and with several utilities already
residing in the narrow local roadway, the relocated and upsized waterlines were designed with special consideration of
utility clearances, cross-contamination protection, and material selection and sourcing. Ultimately, Kimley-Horn worked
in extensive collaboration with Colorado Springs Utilities and the City of Colorado Springs to find the right corridor for the
utility and deliver Issued for construction documents. Throughout the construction process, Kimley-Horn was available for
contractor questions and field engineering, which has yielded a successful outcome. The construction was completed in
2020 and has been in service without disruption.
Adam Monchak
Resume Continued
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-7
MIMI WILLIAMS, P.E.
Design Lead
Mimi is a professional engineer with five years of experience in hydraulic modeling and calculations, water and wastewater
design, and stormwater management projects. Mimi’s passion for impacting communities through infrastructure began during
her time in school when she volunteered with Engineers Without Borders. She was a team leader for multiple projects focusing
on improved sanitation in rural Kenya. During her time with Kimley-Horn, she has worked with municipalities and private
clients designing water distribution and wastewater collection improvements, water pump stations, wastewater lift stations,
and various drainage projects. As your Design lead, Mimi will be responsible for leading the overall design of the project.
Relevant Experience
WPR Development, Wasatch Peaks Ranch Water Model/System Planning, Morgan County, UT — Water/
Wastewater Analyst. Project scope included planning, design, and permitting for a water and sewer system, supply,
treatment, and pumping for a new 12,000+-acre development. System components included 40+ miles of pipelines
and associated appurtenances, including PRVs, seven lift stations, three wells, water treatment, three water pump
stations, and four water storage tanks. The water system modeling included developing both the supply and distribution
sides of the system. As part of the system development and initial design, our team completed hydraulic evaluation of
the proposed system using water CAD. We also modeled the raw water transmission and pumping scenarios and the
distributions system including the PRVs to confirm the system is sized adequately for each demand scenario as well as
the complete buildout for all demands and fire flow.
City of Colorado Springs, Sommerlyn Hills Stormwater and Utility Improvements, Colorado Springs, CO. Project
Analyst. Mimi supported three feasible alternative analyses for a stormwater conveyance solution, which included
design alternatives, cost comparisons, and potential utility conflicts as well as recommended resolutions and overall
schedule. The project also included replacing water and sewer piping in the heavily congested area which led to the
development of challenging design solutions to replace existing utilities in an already busy corridor.
City of Greeley, Non-Potable Irrigation Pump Stations, Greeley, CO — Project Engineer. Kimley-Horn is currently
under contract for the design for two raw water pump stations (2.0 MGD each) for the City of Greeley non-potable
water system. Kimley-Horn has completed design for the Westgate Pump Station and the Greeley West Pump Station
is currently under design. For both the Westgate and Greeley West Pump stations, the projects included the pump
stations, precast wet wells, pond intakes, pond screens, pipelines, and associated appurtenances. The pumps will
be vertical turbine pump skids equipped with a self-cleaning screen. Kimley-Horn developed site and pump station
layouts, including develop preliminary sizing and routing of infrastructure. In addition, the Greeley West project includes
approximately 2,500 linear feet of non-potable waterline and expansion of the Greeley West Storage Pond both which
will require coordination and planning around existing infrastructure.
Credentials
Bachelor of Science, Civil
Engineering, Montana
State University, Bozeman
Professional Engineer in
CO (#0061647)
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-8
City and County of Broomfield, Sanitary Sewer Design for Interlocken and Midcities, Broomfield, CO — Analyst.
This study included coordinating with a survey team for manhole location, inverts, pipe size, and flow monitoring. We
monitored eight separate locations for 14 continuous days along the sanitary sewer collection system to understand
the existing sanitary sewer flow and evaluate the existing capacity. Our analysis estimated future development flow and
recommended sanitary sewer system improvements to accommodate existing and future sanitary sewer flows. The
project’s design implemented the upsizing of the recommended improvements to provide the system capacity necessary
for the future flows (up to 12 inches diameter). Project design included rehabilitation and upsizing using open-cut and
HDD designs in heavily trafficked and commercial areas in the Flatirons Crossing and Interlocken areas. This project is
currently under construction and the team is completing construction phase services to assist the owner with construction
observation, submittal reviews, request for information (RFI) responses, and coordination with the owner and contractor to
complete contractor requested modifications while confirming these changes maintain the original design intent and system
capacity.
Mimi Williams
Resume Continued
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-9
STEPHEN MYERS, PWS
Environmental Lead
Stephen offers experience in managing environmental compliance and permitting tasks for various sectors throughout the
western U.S. His work is focused on state and federal permitting, National Environmental Policy Act (NEPA), transportation
and infrastructure, construction, energy and utilities, and commercial and residential development. He has performed
environmental and ecological studies and permitting services for numerous water and wastewater projects in Colorado
and the western U.S. Specific tasks included threatened and endangered species surveys, rare plant surveys, land use
assessments, waters of the US wetland investigations and delineations, wetland monitoring, stormwater inspections and
agency audits, and water quality assessments.
Relevant Experience
Black Hills Energy, On-Call Environmental Consulting for Natural Gas and Electric Utility Operations, Statewide,
CO — Project Manager. Specific tasks have included the assessment of the project area for the presence of federal
and/or state listed protected species, Migratory Bird Treaty Act and raptor nest survey and monitoring, development
of construction guidelines for protection of existing on-site protected species, determination of wetland jurisdictional
boundaries using federal and state guidelines, construction stormwater management, and managing a team of
environmental specialists for environmental assessments within the project boundaries.
CDOT, SH 119 Reconstruction, Boulder County, CO — Environmental Scientist. Stephen was Responsible for
managing the survey and mapping of protected species and their habitats for the reconstruction of SH 119.
Gunnison Valley Partners, Gunnison Rising US-50 Project, Gunnison, CO — Permitting Lead. Kimley-Horn is
providing environmental consulting services for the development of a 400-acre mixed-use site. Stephen conducted a
detailed investigation of site vegetation, soils, and hydrology, and groundwater to assess the wetlands within the site
and determine if they would be jurisdictional to the USACE due to their proximity to a large creek system that flows into
the Gunnison River. Kimley-Horn has been able to successfully navigate the delineation process of irrigated lands and
coordinate with the USACE regarding an Approved Jurisdictional Determination (AJD) for the site.
Colorado Parks and Wildlife, Fishers Peak State Park Trinidad, CO — Permitting Lead. Stephen provided a
natural resource assessment, cultural resource survey, contamination screening, wetland delineation, stream condition
assessment, listed species habitat assessment, raptor and migratory bird surveys, bat acoustic survey and habitat
suitability assessment, analysis of environmental impacts for proposed improvements, CDOT categorical exclusion, and
associated coordination and permitting with CDOT, USACE, the State Historic Preservation Office (SHPO), and the U.S.
Fish and Wildlife Service (USFWS) for the CATEX, wetland crossing impacts, and stream restoration.
City of Colorado Springs, North Nevada Corridor Stormwater Improvements Design, Colorado Springs —
Permitting Lead. Stephen provided wetland delineation, listed species habitat assessment, analysis of environmental
impacts of each alternative, and associated USACE Section 404 permitting for proposed project impacts.
Credentials
Bachelor of Science,
Natural Resource
Conservation, University
of Florida
Stormwater Erosion
Inspector
Gopher Tortise Agent
OHSA 10 Hour
Professional Wetland
Scientist
Denotes project experience
prior to joining Kimley-Horn
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-10
CHRIS HOPKINS, P.E.
CDOT Coordination
Chris is a diverse project manager with 28 years of experience in planning, design, and construction management for
transportation, public works, and design-build projects including highways, interchanges, arterial roadways, intersection
improvements, traffic signals, bridges, multimodal complete streets, pedestrian improvements, and trails. Having delivered
projects for DOTs, counties, and municipalities, he specializes in managing multidiscipline civil- and transportation-focused
projects by collaborating with multiple stakeholders while providing cost-effective design solutions. Chris’ background includes
working with CDOT as an owner’s representative for several design-build projects including the $230 Million C-470 Express
Toll Lanes project and the I-25/Cimarron Interchange. Chris is well versed in CDOT’s requirements and will use this experience
to lead the Town through CDOT Local Agency projects.
Relevant Experience
CDOT, US 24 Curve Widening, Florrisant, CO — Project Manager. Kimley-Horn delivered the design and Plans,
Specifications, and Estimates (PS&E) package for the widening of US-24. This segment of the highway has experienced
a high number of run-off road accidents due to sharp curves and limited sight distance. This Highway Safety
Improvement Program (HSIP)-funded project improves safety along US-24 by widening the existing narrow highway
and improving the existing highway geometrics. The final design includes rock blasting to increase sight distance limited
by existing rock slopes, flattening an existing curve, improving super-elevation to meet design criteria, widening to add
shoulders, adding advance curve and advisory speed warnings, and replacing guardrail to be Manual for Assessing
Safety Hardware (MASH) compliant. Kimley-Horn also prepared the hydrologic/hydraulic design, roadway and grading
design, signage and striping, traffic control plans, and the project specifications.
CDOT, CO80 and County Line Roundabout, Colorado Springs, CO — Project Manager. Chris provided traffic
analysis, conceptual design, and public outreach for the design of a roundabout at CO83 and County Line Road
CDOT, US50 Drainage Improvements, Swink, CO — Project Manager. Kimley-Horn is responsible for the hydraulic
and hydrologic design and associated storm drainage construction plans, while CDOT is preparing the remaining
plans and project specifications. Several areas of flooding occurs along this stretch of US-50 due to a lack of drainage
conveyance and adjacent irrigation from agricultural activities. Kimley-Horn designed an improve roadside drainage
channel, upsized driveway culverts, and replacement of the outfall box culvert under US-50.
CDOT, Civil Engineering On-Call Non-Road Project, Statewide, CO — Project Manager. This project included on-
call civil design for CDOT sites, including designing stormwater management plans, and permanent water
quality features.
CDOT, Front Range NPS General Engineering Services Statewide, CO — Project Manager. Kimley-Horn currently
holds the CDOT Front Range General Engineering NPS contract for CDOT Regions 1, 2, 4, and Headquarters. Under this
contract, we serve CDOT as a dedicated partner and trusted advisor for both small- and large-scale project assignments.
Credentials
Bachelor of Science,
Civil Engineering, Purdue
University
Professional Engineer in
CO (#37298)
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-11
FRANS LAMBRECHTSEN, P.E., CFM
Floodplain Permitting and Scour Analysis
Frans is a professional civil engineer with 11 years of experience specializing in hydrologic, hydraulic, hydrodynamic modeling,
sediment transport, stream restoration, floodplain mapping, flood mitigation, scour analysis, dam breach modeling, dam
safety, and stormwater management system design. He is skilled in hydrologic and hydraulic modeling utilizing one- and
two-dimensional model applications, in addition to development of Conditional Letter of Map Revision (CLOMR)/ Letter of
Map Revision (LOMR) applications. Frans has led numerous floodplain applications and no-rise certifications in the Mile High
Flood District (MHFD) boundary and has supported CDOT throughout the state to determine floodplain impacts and obtain
permitting.
Relevant Experience
MHFD, Maintenance Projects (#2), Denver CO — Project Manager. Frans was responsible for design of the grouted
boulder drop structures including the development of the grading, erosion, and sediment control (GESC) plan by
preparing the report and plans to be delivered to SEMSWA, as well as performing design calculations for implementation
in construction drawings. He performed hydraulic modeling to include proposed improvements in the latest HEC-RAS
model. Frans prepared the hydraulic model for a CLOMR/LOMR submittal, in addition to the development of floodplain
workmaps, notification maps and letters, coordinating compliance with the Endangered Species Act, and completion of
MT-2 Forms. He was also responsible for reviewing supplemental data requests and coordination with FEMA reviewers.
Frans performed half-time construction observations on behalf of Southeast Metro Stormwater Authority (SEMSWA) to
work with the contractor on construction challenges and problem-solve solutions.
City of Colorado Springs, North Nevada Corridor Stormwater Improvements Design, Colorado Springs, CO —
Project Manager. Kimley-Horn is providing the drainage study and design for an upgraded storm system for the area
west of North Nevada Avenue, in the City of Colorado Springs. The City observed insufficient surface and subsurface
drainage capacity in this area. Kimley-Horn is providing an alternatives analysis to outline stormwater pipeline alignment
options to improve stormwater capture and conveyance in the area, as well as providing final design for the chosen
alternative. As part of this project, the storm sewer outfall into Monument Creek is being hydraulically evaluated and
re-designed. The project deliverables include Geographic information system (GIS) data collection for existing storm
sewer infrastructure, alternatives analysis, final design plans and specifications, utility relocation plans, SUE plans, anda
drainage report.
Credentials
Master of Science, Civil
Engineering, Brigham
Young University
Bachelor of Science, Civil
Engineering, Brigham
Young University
Professional Engineer in
CO (#54350)
Certified Floodplain
Manager (#17-09981)
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-12
RYAN MARSTERS, P.E.
Geotechnical and Construction Manager
Ryan’s experience includes tunnel design for water, storm sewer, and sanitary sewer applications. His expertise and experience
includes directing preparation of contract documents, geotechnical baseline and data reports, litigation support and analysis,
trenchless feasibility and constructability, tunnel condition assessment, field engineering, and historic tunnel evaluation and
rehabilitation. Ryan has served in a variety of roles including construction manager and geotechnical for over 200 tunnel
projects throughout the Rocky Mountain region. As your Construction Manager, Ryan will assist Roger in the oversight of
this project and offers his extensive experience in working on construction projects of this size and complexity.
Relevant Experience
Evergreen Metropolitan District, Kerr Gulch Waterline Improvements, Evergreen, CO — Trenchless Designer.
This project included a 12” diameter trenchless crossing of Evergreen Parkway (CO Hwy 74). Ryan performed feasibility
analysis for trenchless techniques, and ultimately selected a HDD approach in hard gneissic bedrock and colluvium.
City of Greeley, Bellvue Transmission Pipeline, Greeley, CO — Tunnel Engineer. This project consists of three
water transmission tunnels separated by open cut reaches. Two tunnels were proposed through boulder, cobble, mixed
conditions, and low mountains and under high groundwater conditions, a historic railroad grade, and irrigation ditches. A
third reach was planned under the Cache la Poudre River in shale and boulders. Ryan planned and conducted a geological
investigation of the site including field mapping, test pit excavation, borehole drilling and logging, and packer testing,
and prepared geological profiles, the geographical data report (GDR), the Geotechnical Baseline Report (GBR), tunnel-
related specifications, feasibility analyses of various tunnel profiles, bid support, and provided other engineering services.
Excavation utilized tunnel boring machines with limited drill and blast.
Tunnel Water Company, Rawah Ditch Tunnels Evaluation and Rehabilitation, Larimer County, CO — Tunnel
Engineer/ Construction Manager. This project Included geo-structural mapping, rehabilitation, design and construction
management of two hard rock tunnels along a water supply ditch using alternative delivery and an advanced schedule.
The mountain site was accessed via snowshoes in winter and the tunnels were mapped using modified rock mass rating
RMR) procedures. These were translated into rehabilitation feasibility reports, and construction design documents for
tunnel rehabilitation. Ryan served as the owner’s program manager implementing the $4 million construction contract
through construction and close out.
Denver International Airport, West Gates DIW Ponds Expansion, Denver, Colorado — Senior Tunnel Engineer. This
project involved seven tunnels ranging from 2 feet to 13 feet diameter with lengths from 300 linear feet to 2,050 linear
feet beneath active runways and taxiways. Excavation techniques included steerable-head auger boring and tunnel boring
machine, with road header chamber excavation. Support techniques use steel casing and erected support. Ryan prepared
deliverables which included specifications, drawing details, feasibility and risk memorandum, GBR, cost estimating, and
contract support. Lithos is currently providing construction management for the tunnels.
Credentials
Masters of Science,
Colorado School of Mines
Bachelors of Science,
Colorado School of Mines
Professional Engineer in
CO PE.0050584, UT, NV
Professional Geologist in
CO, UT, WY
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-13
KASEY HAYES
SUE
As a Weld County native, Kasey takes a great deal of joy and pride in being apart of the growth and protection of the
subsurface infrastructure in the area he and his family call home. Since graduating in 2006 from Roosevelt High School
of Johnstown, Kasey has remained in the Northern Colorado area the past 16 years. He continues to play a role in the growth
of the area by working with, and on, dozens of construction projects. His utility based work in the community ranges from
small site specific projects to major roadway and pipeline projects. Kasey was also a part of the emergency restoration
projects including the 2008 tornado in Windsor and the flood that impacted the majority of northern Colorado in 2013. With
this experience comes a great understanding of the ins and outs of day-to-day utility operations and the struggles that come
with it. Kasey has experience working with every utility type, including five years of oil/gas field damage prevention locating.
Relevant Experience
Town of Fort Collins, Harmony Road SUE, Fort Collins, CO — SUE Coordinator. Project involved providing Quality
Level D SUE for a 30% design on Harmony Road to support early design decisions.
Town of Fort Collins, Harmony and Power Trail SUE, Fort Collins, CO — SUE Coordinator. Ayres provided
SUE services to identify underground utilities at the project site in Fort Collins for the Power Trail Crossing project.
Ayres provided test hole excavation work to physically locate and identify utilities, working with the design team
and coordinating closely with City staff to ensure inspection of the exposed utilities and backfilling of the holes were
performed to standards.
City of Berthoud, 3rd Street SUE, Berthoud, CO — SUE Coordinator. Project involves conducting a SUE investigation
for the Berthoud 3rd Street Improvements project at 3rd Street and Mountain Avenue north to Massachusetts Avenue,
then continuing west to 4th Street in Berthoud, Colorado.
Town of Fort Collins, Mulberry & City Park SUE, Fort Collins, CO — SUE Coordinator. Ayres has been contracted
to perform full SUE services to support the intersection improvements at Mulberry and City Park. Work includes utility
research and coordination with Fort Collins GIS staff to review utility information and obtain required permits for the field
work. Utility designating (QLB), utility test hole excavation (QLA) was performed and documented in PE-stamped SUE
plans and report.
Windsor Town Campus SUE, Windsor, CO — SUE Coordinator. Ayres was contracted to perform test hole excavation
to identify utilities within the proposed Windsor Town Campus project. Initially, test hole excavation was needed to
confirm locations of utilities within the campus. Ayres is currently performing full SUE services (utility research, utility
designating, utility excavation, and final SUE documentation) to support improvements needed along CR 15.
Credentials
Weld County Damage
Prevention Council
Utility Notification Center
of Colorado
ACEC
Approved Century Link
Contractor
Subsurface Utility
Engineering Association
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-14
ERIC PURCELL, PLS
Survey
Eric offers 10 years of hands-on experience performing American Land Title Association (ALTA’s), topographic and boundary
surveys, 3D scanning, construction staking, as-builts, project management, computer-aided design (CAD) drafting, boundary
calculations, records research, and field data processing. For the past eight years, he has focused extensively on public
improvement projects for numerous public agencies including the City/County of Denver, Adams County, South Adams County
Water and Sanitation District, the City of Thornton, and the City of Lafayette. He is proficient in AutoCAD (Map/Carlson),
Trimble Access, and Trimble Business Center software. For this project Eric will bring his extensive background in research,
using such avenues as clerks, libraries, historical imagery, national archives, the CDOT, and title companies when time is of
the essence. Eric has prepared and signed easement exhibits for water and sanitation districts (South Adams County Water
Sanitation District, Lakota Pointe Metro District) as well as drainage easements (Town of Castle Rock) and pipeline exhibits
Chevron/Noble).
Relevant Experience
City of Broomfield, Hwy 7 Sheridan to Huron, Waterline, Broomfield County — Project Manager. This project
included design survey with utilities and SUE. Eric used LiDAR and field survey methods to establish horizontal and
vertical control, provide topographic design surveys, SUE utility investigations, and pothole locations for this
waterline project.
City of Broomfield, Siena Pipeline, Broomfield County, CO — Project Manager. This project was a waterline design
survey with utilities. Eric used field survey to establish horizontal and vertical control points, provide topographic design
surveys, and SUE utility design survey for approximately 11,700 feet on this pipeline project.
Town of Lyons, Apple Valley, Boulder County, CO — Project Manager. Eric provided boundary survey, easements,
and SUE utility investigation for this waterline replacement project.
City of Lafayette, Orange Zone 24” Waterline, Boulder County, CO — Project Manager. Eric provided boundary
survey, engineering design survey, utility investigation, and construction staking.
City of Louisville, Raw Waterline, Boulder County, CO — Project Manager. Eric provided engineering design survey,
SUE survey, and utility investigation for new raw waterline.
Town of Lyons, High Street, Boulder County, CO — Project Manager. Topographic provided engineering design for a
waterline replacement project along High street in Boulder County, CO
City of Thornton, 100th Avenue, Adams County, CO — Project Manager. Eric provided engineering design survey for
this project.
Credentials
Bachelor of Science,
Geology, Beloit College
Professional Land
Surveyor in CO (#38850)
Appendix B: Schedule
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-16
Project Schedule
The schedule below identifies key elements and key tasks that we anticipate as necessary to complete the project. Development of this schedule considered influential
factors such as supply chain, weather, and more.
Proposed Project Schedule 2023 2024 2025
N D J F M A M J J A S O N D J F M A M J J A S O N D
Pl
a
n
n
i
n
g Alignment Study
Preliminary Easement Identification
Coordination with Larimer County, CDOT, and USBR
Pr
e
D
e
s
i
g
n
Utility Locates
Topographic Survey
SUE Level B Drawings
Finalize Alignment
Easement Acquisition
Geotechnical Investigation
Preliminary Engineering Report/Environmental Clearance
Funding Support
De
s
i
g
n
Potholing and SUE Level A Drawings
Crossing Designs and Permitting (USBR, River, Hwy 34)
30% Drawings, Specs, and OPCC
30% Design Review Meeting
90% Drawings, Specs, and OPCC
90% Design Review Meeting
Issue Final for Bidding Documents
Bi
d
d
i
n
g Facilitate Pre-Bid Conference
Respond to Bidder Questions and Prepare Addenda
Evaluate Bids and Bidder Qualifications
Co
n
s
t
r
u
c
t
i
o
n
Submittal Review and Tracking
Funding Compliance
Construction Observation
Attend Weekly Progress Meetings/Schedule Tracking
Review Change Orders and Applications for Payment
Prepare Record Drawings
Appendix C: Contract Change Requests
ProposalforMallRoad Waterline Extension
Town of Estes Park • September 8, 2023 • A-18
Contract Change Requests
Kimley-Horn has reviewed the Town’s standard contract that was issued with
the RFQ. Below, we have outlined our requests for change. Additions to existing
contract language are added in purple text. Omissions are indicated with
strikethrough. We look forward to discussing these requests further with the Town
and are happy to provide additional clarification as desired.
Agreement for Professional Services
8. CONSULTANT DUTIES
8.1: Town enters into this Contract relying on Consultant’s special and unique
abilities to perform the Services. Consultant accepts the relationship of trust and
confidence established between it and the Town by this Contract. Consultant
will use its best efforts, skill, judgment, and abilities. Consultant will further the
interests of Town according to Town’s requirements and procedures, according to
high customary professional standards.
8.2: Consultant has and will undertake no obligations, commitments, or impediments
of any kind that will limit or prevent its performance of the Services, loyally,
according to the Town’s best interests. In case of any conflict between interests
of Town and any other entity, Consultant shall fully and immediately disclose
the issue to Town and, without Town’s express approval, shall take no action
contrary to Town’s interests. However, notwithstanding the foregoing, it is agreed
that the Consultant is not a fiduciary with respect to the Town. Consultant shall
exercise its professional judgment and perform its services with the professional
skill and care ordinarily provided by professionals practicing under the same or
similar circumstances and professional license, and as expeditiously as is prudent
considering the ordinary professional skill and care of a competent professional.
8.3: Consultant’s Services under this Contract shall be of at least the standard
and quality prevailing among recognized professionals of expert knowledge and
skill engaged in the Consultant’s same profession under the same or similar
circumstances.
8.8: Consultant shall furnish efficient business administration and superintendence
and perform the Services in the most efficient and economical manner consistent
with the best interests of Town as is consistent with the professional standard of
care and rules of professional conduct.
16. PATENDED DEVICES, MATERIALS, AND PROCESSES. The Consultant shall
hold and save harmless the Town from all claims for infringement, by reason of fee
use of any patented design, device, material, process, or trademark or copyright
and shall indemnify the Town for any costs, expenses, and damages, including
court costs and attorney fees, incurred by reason of actual or alleged infringement
caused by Consultant or its subcontractors, agents, or employees during the
prosecution or after completion of Services.
18 INDEMNIFICATION
18.1: Consultant and its agents, principals, officers, partners, employees, and
subcontractors (“Indemnitors”) shall and do agree to indemnify, protect, and hold
harmless the Town, its officers, employees, and agents (“Indemnitees”) from all
claims, damages, losses, liens, causes of actions, suits, judgments, and expenses
including attorneys’ fees), of any nature, kind, or description (“Liabilities”) by any
third party arising out of, caused by, or resulting from any Services under this
Contract if such Liabilities are: (1) attributable to bodily injury, personal injury,
sickness, disease, or death of any person, or to the injury or destruction of any
tangible property (including resulting loss of use or consequential damages) and
2) caused, in whole or in part, by any error, omission or negligent act of the
Consultant, anyone directly or indirectly employed by it, or anyone for whose acts
Consultant may be liable provided that these obligations may be subject to the
limitations in Colorado Revised Statutes Section 13-50.5-102.”
INDEPENDENT CONTRACTOR
Consultant shall perform all Services under this Agreement as an independent
contractor, and not as an agent, fiduciaryor employee of Town. No employee or
official of Town shall supervise Consultant. Consultant shall exercise no supervision
over any employee or official of Town. Consultant shall not represent that it is an
employee or agent of the Town in any capacity. Consultant’s officers, employees
and agents are not entitled to Workers’ Compensation benefits from the Town,
and Consultant is obligated to pay federal and state income tax on money earned
under this Agreement. Except as this Agreement expressly states, Consultant shall,
at its sole expense, supply all buildings, equipment and materials, machinery,
tools, superintendence, personnel, insurance and other accessories and Services
necessary. This Agreement is not exclusive; subject the terms of this Agreement,
Town and Consultant may each contract with other parties.
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
SCOPE OF WORK AND FEE BREAKDOWN
Mall Road Water Line Design Services
December 21, 2023
PROJECT BACKGROUND
The Town of Estes Park (Town) is planning to complete a 12-inch water line loop along Mall Road
on the east side of Estes Park. The project will begin at the intersection of Mall Road and Joel
Estes Drive and run easterly along Joel Estes Drive, then along the south and east sides of the
Baptist Church lot, then continue north to the intersection of Mall Road and US Highway 34, then
west along the north side of Highway 34 to the tie in point in front of the Colorado Department of
Transportation (CDOT) maintenance facility. The purpose of the project is to improve water
quality, fire protection, system hydraulics, and service reliability in the area. The Town is planning
to apply for funding assistance through the Colorado Department of Public Health and
Environment (CDPHE) Drinking Water Revolving Fund Loan Program (DWRF).
SCOPE OF SERVICES
Kimley-Horn will provide the services specifically set forth below.
Task 1 – Project Management, Coordination, and Meetings
Kimley-Horn will provide general project management and coordination which may consist of;
monitoring work completed, remaining work, schedule, preparing monthly invoices, and
contracting and coordinating with each subconsultant (survey, potholing, geotechnical, and
cultural resources). Kimley-Horn will facilitate monthly progress meetings with Town staff to
discuss project status and issues, exchange information, and receive comments and direction
from Town staff. Monthly progress meetings will be held in person, virtually, or a combination
depending on the needs of the Team. The fee estimate is based on fourteen (14) meetings.
Deliverables:
•Monthly Invoices
•Agendas and meeting minutes
Task 2 – Pre-Design
Kimley-Horn will provide the following pre-design services:
•Preparation of SUE level B drawings based on the utility locates and topographic survey
completed with partnership of qualified sub-consultants.
•Assist the Town in acquiring the necessary easements identified in the Alignment Study
(eight (8) permanent and temporary construction easements). Services consist of
preparing schematic exhibits to demonstrate the general location and size of the proposed
easements, and limited telephone conversations and virtual meetings with property
owners. Legal descriptions will be provided by the survey subconsultant.
•Assist the Town with updating the existing US Bureau of Reclamation (USBR) special use
permit to incorporate the proposed Mall Road waterline (if necessary).
•Provide coordination and attend virtual meetings with representatives from Larimer,
CDOT, USBR, and the Upper Thompson Sanitation District to inform the agencies of the
ATTACHMENT 4
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
project and to determine design guidelines, restrictions, and any permit requirements.
• Complete a Basis of Design Report in accordance with the Drinking Water Revolving Fund
(DWRF) requirements.
• Complete an Environmental Assessment in accordance with the DWRF program and
CDPHE guidance. Perform the following field investigations in order to evaluate the onsite
environmental resources:
o Aquatic resource delineation per U.S. Army Corps of Engineers (USACE) standards
o Biological resource assessment for protected plants and wildlife resources
o Class III Cultural Resource Investigation (Lead by ERO Resources)
Complete the DWRF Environmental Checklist along with the environmental support
documentation (Environmental Report) to meet the requirements for the EA. The
Environmental Report will summarize the environmental resource assessments per the
Environmental Checklist and findings from field investigations. Up to three (3) agency
coordination meetings are provided in this task. Upon approval from the Client, Kimley-
Horn will submit the Environmental Report and Environmental Checklist to CDPHE for
review. Kimley-Horn will respond to one (1) round of reasonable comments and/or
requests for additional information from CDPHE related to submission of the
Environmental Report and/or Environmental Checklist. It is anticipated that a Finding of
No Significant Impacts (FNSI) will be published from CDPHE for this project.
The Environmental Report will consist of the following:
I. Summary/Abstract
II. Purpose and Need
III. Project summary
IV. Affected environment
V. Environmental impacts of the proposed project
A. Direct and Secondary Impacts
1. Surface water and groundwater
2. Wetlands
3. Floodplains
4. Terrestrial and aquatic plants and wildlife
5. Cultural, historical, and archeological resources
6. Air quality
7. Environmental justice
8. Other resources from the Environmental Checklist
B. Description of unavoidable adverse impacts
C. Mitigation of adverse impacts
VI. Summary of public participation
VII. Reference documents, as applicable
V.III. Agency coordination records
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
Additional environmental or cultural resource investigations, permits, or clearances may
be required based on coordination with CDPHE or commenting agencies during the
environmental review process. Said work will be considered additional services and may
be provided based on a mutually agreed upon scope, fee and schedule as authorized by
the Client.
• Provide additional support as needed related to the DWRF application and documentation.
Forty (40) hours are included for this subtask including attending the Public Input Meeting.
Deliverables:
• SUE Level B drawings
• Easement Exhibits
• Basis of Design Report
• Environmental Checklist
• Environmental Assessment Report
Task 3 – Design (Mall Road to Hwy 34)
Kimley-Horn, in conjunction with RECONN Utility Services, will complete utility potholing along
the proposed alignment and develop the required Subsurface Utility Engineering (SUE)
documentation.
Kimley-Horn will coordinate with the USBR, USACE, Larimer County, and CDOT to complete the
required design and permitting documents for the Olympus Tunnel/Siphon crossing, Big
Thompson River Crossing, and the Highway 34 crossing. Specific tasks related to the Big
Thompson River crossing are: submission of a Pre-construction Notice (PCN) to the USACE and
responding to their requests for information (RFI), scour analysis, and a Larimer County
Floodplain permit application.
Kimley-Horn will develop 30%, 90%, and 100% design documents consisting of drawings,
technical specifications in the CSI 50 Division format, and EJCDC Front End Documents. Kimley-
Horn will utilize and reference the Town’s existing design standards and specifications where
available and appropriate. Comments from each submittal will be addressed and incorporated
into the next milestone submittal. The 100% submittal shall be stamped and considered final for
bid documents. Drawings will consist of a cover sheet, notes, general area layout, plan and profile
sheets and detail sheets.
An Opinion of Probable Construction Cost (OPCC) will be prepared at each submittal milestone.
Kimley-Horn has no control over the cost of labor, materials, equipment, or over the Contractor's
methods of determining prices or over competitive bidding or market conditions. The quantity form
will be based on the information known to Kimley-Horn at the time and represent only Kimley-
Horn’s judgement as a design professional familiar with the construction industry. Kimley-Horn
cannot and does not guarantee that proposals, bids, or actual construction quantities will not vary
from the quantity form.
Design workshops will be held at each milestone submittal during the progress meetings identified
in Task 1. All submittals will be electronic documents. No re-submittals or additional submittals
outside of the 30%, 90%, and 100% milestones are anticipated or included in this scope.
Task 4 – Design (North Side of Hwy 34)
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
Kimley-Horn, in conjunction with the sub-consultants, will complete the necessary locating,
surveying, potholing, SUE documentation, and drawings necessary for approximately 800 linear
feet of 12-inch waterline from the intersection of Highway 34 and Mall Road to the tie-in point near
the CDOT Maintenance facility. Kimley-Horn understands that this segment may be installed by
the developer of a proposed hotel on the former Olympus Hotel site. In that case, this task will be
omitted from the scope of services and the amount identified for this task will not be billed to the
client if the Task is canceled prior to Kimley-Horn proceeding with the design If the Task is
canceled after Kimley-Horn has proceeded with the design, Kimley-Horn shall bill the Client for
the amount of work completed.
Task 5 – Bidding Services
The Town will be responsible for publishing the Notice to Bidders and for distributing the bidding
documents to prospective bidders (electronic format). Kimley-Horn will provide the following
bidding phase assistance:
• Facilitate an in-person pre-bid meeting
• Respond to contractor questions
• Preparation of addenda
• Preparation of bid tabulation
• Recommendation for award
• Issue Conformed Contract Documents incorporating any changes made by the addenda
Deliverables:
• Addenda
• Tabulation of Bids
• Recommendation for Award
• Conformed Contract Documents
SUBCONSULTANT SERVICES
• Merrick & Company will conduct a topographic and boundary survey of the route to identify
existing above ground improvements, features, buried utilities, and property lines. They
will order up to eight (8) title commitments and prepare legal descriptions for each
easement (eight (8) permanent and eight (8) temporary). They will also collect survey data
on hubs installed by the potholing subcontractor to document horizontal and vertical
location of the buried utilities.
• Lithos will conduct a geotechnical subsurface investigation along the proposed waterline
alignment. The investigation will include six (6) geotechnical soil borings to obtain
information on the subsurface profile, to obtain samples for laboratory testing, and to
estimate the groundwater level and depth to bedrock. Soil boring information and
recommendations will be summarized in a Geotechnical Investigation Report. In the event
trenchless pipe installation is required, Lithos will provide trenchless or tunnel-related
specifications and an OPCC.
• Utility locating and potholing will be provided as needed to locate existing buried utilities
perpendicular to the proposed water line. Services will be provided by RECONN Utility
Services. The fee estimate provides four (4) days of locating, traffic control, and four (4)
days of potholing (approximately fifteen (15) potholes are expected).
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
• ERO will assist the Kimley-Horn environmental permitting team in completing the required
environmental clearance process. ERO will conduct a cultural resource file search and
literature review, Class III cultural resource field survey, and assist with drafting the
Environmental Assessment Report.
SERVICES NOT INCLUDED
Any other services, including but not limited to the following, are not included in this Agreement:
• Environmental impact permitting through USFWS, SHPO, USBR, or USACE
• Evaluative testing and treatment of historic properties, if needed
• Lead agency responsibilities
• Easement valuations
• Hydraulic Modeling
• Traffic Control Plans
• Construction Observation and Administration
• Any item not specifically listed in the Scope of Work
ADDITIONAL SERVICES
The Consultant may, upon request and authorization from the Client, provide services in addition
to those identified herein. Any items requested that are not specifically outlined in the Scope of
Work will be considered additional services and may be provided based on a mutually agreed
upon scope, fee and schedule as authorized by the Client.
INFORMATION PROVIDED BY CLIENT
The following information will be provided to assist the Consultant in the execution of the work:
• GIS data of existing utilities (water, power, fiber)
• Record Drawings of existing water lines
• Hydraulic modeling data
FEE AND EXPENSE SUMMARY
Kimley-Horn will perform the services described above on a time and expense basis with the
maximum labor fee shown. Kimley-Horn reserves the right to reallocate budget amounts between
the tasks but will not exceed the total maximum labor fee shown without authorization from the
Client.
Task 1: Project Management, Meetings and Coordination $ 25,315
Task 2: Pre-Design $ 59,335
Task 3: Design (Mall Road segment) $ 75,950
Task 4: Design (Hwy 34 segment) $ 7,790
Task 5: Bidding Services $ 5,945
Subtotal $ 174,335
Subconsultant Fee $ 155,610
Mileage and Reimbursable Expenses $ 1,600
Total Not-to-Exceed Fee $ 331,545
See Detailed Task and Fee Breakdown attached.
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
If the waterline segment along Highway 34 is omitted from the scope of the project before
Kimley-Horn commences with the Task, the following amount will be deducted from the total fee
shown above:
Kimley-Horn (Task 4) $ 7,790
Survey $ 8,400
Potholing $ 8,925
Total Deduct Amount $ 25,115
Expenses will be billed directly to the Town. All permitting, application, and similar project fees
will be paid directly by the Town. Should the Town request Kimley-Horn to advance any such
project fees on the Town’s behalf, a separate invoice for such fees, with a fifteen percent (15%)
markup, will be immediately issued to and paid by the Town.
SCHEDULE
Kimley-Horn will provide our services to meet a mutually agreed upon schedule.
Project Name: Mall Road Water Line Extension Client:
Task name Intern Analyst 1
(P1)
Analyst 2
(P2)
Analyst 3
(P3)
Professional
Engineer
(P4)
Senior
Engineer I
(P5)
Senior
Engineer II
(P6)
Senior
Engineer III
(P7)
Clerical/
Admin
(N5)
Accounting
(B4)
Total
Hours
Labor
Sub-Total
Task 1 - Proj. Management, Meetings and Coordination
Project management and monthly invoicing (through bidding)14 7 14 35 6,160.00$
Monthly Progress Meetings (14 meetings)36 11 22 69 15,545.00$
Sub Coordination (Survey, SUE, and Geotech)4 10 4 18 3,610.00$
Task 1 - Total 25,315.00$
Task 2 - Pre-Design
Utility Locates (see subconsultant fees)
Topographic Survey (see subconsultant fees)
Geotechnical Investigation (see subconsultant fees)
SUE Level B Drawings 5 2 1 8 1,405.00$
Easement Acquisition (assumes 8 permanent easements)8 4 8 20 4,100.00$
Assist with USBR Special Use Permit 8 4 12 2,620.00$
Coordination and Meetings with Larimer County, CDOT, USBR & UTSD 8 8 16 3,680.00$
Basis of Design Report 20 40 2 8 70 13,410.00$
Environmental Report 60 40 100 18,800.00$
Environmental Resource - Field Survey (if required)12 12 12 36 6,420.00$
Funding Support 20 15 5 40 8,900.00$
Task 2 - Total 59,335.00$
Task 3 - Design (Joel Estes Dr. to Hwy 34 - 3,900 lf)
SUE Level A Drawings 20 10 2 32 5,480.00$
Crossing Designs/Permitting/Scour Analysis (USBR, BT River, Hwy 34)80 30 60 4 20 194 37,030.00$
30% Drawings, Specs, and OPCC 50 20 3 4 77 13,195.00$
30% Design Review Meeting (included in Task 1)
Front End Documents 4 8 12 2,900.00$
90% Drawings, Specs, and OPCC 60 20 3 4 87 14,695.00$
90% Design Review Meeting (included in Task 1)
QA/QC 4 4 980.00$
Issue Final for Bidding Documents 5 2 2 9 1,670.00$
Task 3 - Total 75,950.00$
Task 4 - Design (North Side of Hwy 34 - 800 lf)
SUE Level A Drawings 10 5 1 16 2,740.00$
30% Drawings, Specs, and OPCC 10 2 1 13 2,155.00$
90% Drawings, Specs, and OPCC 10 2 1 13 2,155.00$
QA/QC 1 1 245.00$
Issue Final for Bidding Documents 2 1 3 495.00$
Task 4 - Total 7,790.00$
Task 5 - Bidding Services
Facilitate Pre-Bid Conference (in person)5 3 8 1,770.00$
Respond to Bidder Questions/Prepare Adenda 4 4 2 10 1,910.00$
Evualate Bids and Bidder Qualifications, recommend award 4 2 6 1,310.00$
Issue Conformed Contract Documents 2 2 1 5 955.00$
Task 5 - Total 5,945.00$
Total Hours = 0 302 72 239 112 43 125 7 14 914 174,335$
100.00$ 140.00$ 150.00$ 170.00$ 195.00$ 215.00$ 245.00$ 265.00$ 100.00$ 125.00$
Labor Effort per category -$ 45,300$ 12,240$ 46,605$ 24,080$ 10,535$ 33,125$ 700$ 1,750$
TOTAL FEE:
Environmental Sub 16,700$
Survey Sub 57,900$ Labor Subtotal =
Geotech Sub 51,000$ Subconsultant Fee =
SUE Sub 22,600$ Reimbursables Fee =
Subconsultant Subtotal 148,200$ TOTAL COST =
5% Mark-up 7,410$
Total Subconsultant Fee 155,610$
Reimbursables (Mileage)1,600$
Town of Estes Park 12/21/2023
Kimley Horn Staff (hours)Hours and Labor
DETAILED TASK AND FEE BREAKDOWN
174,335$
155,610$
1,600$
331,545$
Labor
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
SCOPE OF WORK AND FEE BREAKDOWN
Mall Road Water Line Design Services
December 21, 2023
PROJECT BACKGROUND
The Town of Estes Park (Town) is planning to complete a 12-inch water line loop along Mall Road
on the east side of Estes Park. The project will begin at the intersection of Mall Road and Joel
Estes Drive and run easterly along Joel Estes Drive, then along the south and east sides of the
Baptist Church lot, then continue north to the intersection of Mall Road and US Highway 34, then
west along the north side of Highway 34 to the tie in point in front of the Colorado Department of
Transportation (CDOT) maintenance facility. The purpose of the project is to improve water
quality, fire protection, system hydraulics, and service reliability in the area. The Town is planning
to apply for funding assistance through the Colorado Department of Public Health and
Environment (CDPHE) Drinking Water Revolving Fund Loan Program (DWRF).
SCOPE OF SERVICES
Kimley-Horn will provide the services specifically set forth below.
Task 1 – Project Management, Coordination, and Meetings
Kimley-Horn will provide general project management and coordination which may consist of;
monitoring work completed, remaining work, schedule, preparing monthly invoices, and
contracting and coordinating with each subconsultant (survey, potholing, geotechnical, and
cultural resources). Kimley-Horn will facilitate monthly progress meetings with Town staff to
discuss project status and issues, exchange information, and receive comments and direction
from Town staff. Monthly progress meetings will be held in person, virtually, or a combination
depending on the needs of the Team. The fee estimate is based on fourteen (14) meetings.
Deliverables:
• Monthly Invoices
• Agendas and meeting minutes
Task 2 – Pre-Design
Kimley-Horn will provide the following pre-design services:
• Preparation of SUE level B drawings based on the utility locates and topographic survey
completed with partnership of qualified sub-consultants.
• Assist the Town in acquiring the necessary easements identified in the Alignment Study
(eight (8) permanent and temporary construction easements). Services consist of
preparing schematic exhibits to demonstrate the general location and size of the proposed
easements, and limited telephone conversations and virtual meetings with property
owners. Legal descriptions will be provided by the survey subconsultant.
• Assist the Town with updating the existing US Bureau of Reclamation (USBR) special use
permit to incorporate the proposed Mall Road waterline (if necessary).
• Provide coordination and attend virtual meetings with representatives from Larimer,
CDOT, USBR, and the Upper Thompson Sanitation District to inform the agencies of the
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
project and to determine design guidelines, restrictions, and any permit requirements.
• Complete a Basis of Design Report in accordance with the Drinking Water Revolving Fund
(DWRF) requirements.
• Complete an Environmental Assessment in accordance with the DWRF program and
CDPHE guidance. Perform the following field investigations in order to evaluate the onsite
environmental resources:
o Aquatic resource delineation per U.S. Army Corps of Engineers (USACE) standards
o Biological resource assessment for protected plants and wildlife resources
o Class III Cultural Resource Investigation (Lead by ERO Resources)
Complete the DWRF Environmental Checklist along with the environmental support
documentation (Environmental Report) to meet the requirements for the EA. The
Environmental Report will summarize the environmental resource assessments per the
Environmental Checklist and findings from field investigations. Up to three (3) agency
coordination meetings are provided in this task. Upon approval from the Client, Kimley-
Horn will submit the Environmental Report and Environmental Checklist to CDPHE for
review. Kimley-Horn will respond to one (1) round of reasonable comments and/or
requests for additional information from CDPHE related to submission of the
Environmental Report and/or Environmental Checklist. It is anticipated that a Finding of
No Significant Impacts (FNSI) will be published from CDPHE for this project.
The Environmental Report will consist of the following:
I. Summary/Abstract
II. Purpose and Need
III. Project summary
IV. Affected environment
V. Environmental impacts of the proposed project
A. Direct and Secondary Impacts
1. Surface water and groundwater
2. Wetlands
3. Floodplains
4. Terrestrial and aquatic plants and wildlife
5. Cultural, historical, and archeological resources
6. Air quality
7. Environmental justice
8. Other resources from the Environmental Checklist
B. Description of unavoidable adverse impacts
C. Mitigation of adverse impacts
VI. Summary of public participation
VII. Reference documents, as applicable
V.III. Agency coordination records
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
Additional environmental or cultural resource investigations, permits, or clearances may
be required based on coordination with CDPHE or commenting agencies during the
environmental review process. Said work will be considered additional services and may
be provided based on a mutually agreed upon scope, fee and schedule as authorized by
the Client.
• Provide additional support as needed related to the DWRF application and documentation.
Forty (40) hours are included for this subtask including attending the Public Input Meeting.
Deliverables:
• SUE Level B drawings
• Easement Exhibits
• Basis of Design Report
• Environmental Checklist
• Environmental Assessment Report
Task 3 – Design (Mall Road to Hwy 34)
Kimley-Horn, in conjunction with RECONN Utility Services, will complete utility potholing along
the proposed alignment and develop the required Subsurface Utility Engineering (SUE)
documentation.
Kimley-Horn will coordinate with the USBR, USACE, Larimer County, and CDOT to complete the
required design and permitting documents for the Olympus Tunnel/Siphon crossing, Big
Thompson River Crossing, and the Highway 34 crossing. Specific tasks related to the Big
Thompson River crossing are: submission of a Pre-construction Notice (PCN) to the USACE and
responding to their requests for information (RFI), scour analysis, and a Larimer County
Floodplain permit application.
Kimley-Horn will develop 30%, 90%, and 100% design documents consisting of drawings,
technical specifications in the CSI 50 Division format, and EJCDC Front End Documents. Kimley-
Horn will utilize and reference the Town’s existing design standards and specifications where
available and appropriate. Comments from each submittal will be addressed and incorporated
into the next milestone submittal. The 100% submittal shall be stamped and considered final for
bid documents. Drawings will consist of a cover sheet, notes, general area layout, plan and profile
sheets and detail sheets.
An Opinion of Probable Construction Cost (OPCC) will be prepared at each submittal milestone.
Kimley-Horn has no control over the cost of labor, materials, equipment, or over the Contractor's
methods of determining prices or over competitive bidding or market conditions. The quantity form
will be based on the information known to Kimley-Horn at the time and represent only Kimley-
Horn’s judgement as a design professional familiar with the construction industry. Kimley-Horn
cannot and does not guarantee that proposals, bids, or actual construction quantities will not vary
from the quantity form.
Design workshops will be held at each milestone submittal during the progress meetings identified
in Task 1. All submittals will be electronic documents. No re-submittals or additional submittals
outside of the 30%, 90%, and 100% milestones are anticipated or included in this scope.
Task 4 – Design (North Side of Hwy 34)
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
Kimley-Horn, in conjunction with the sub-consultants, will complete the necessary locating,
surveying, potholing, SUE documentation, and drawings necessary for approximately 800 linear
feet of 12-inch waterline from the intersection of Highway 34 and Mall Road to the tie-in point near
the CDOT Maintenance facility. Kimley-Horn understands that this segment may be installed by
the developer of a proposed hotel on the former Olympus Hotel site. In that case, this task will be
omitted from the scope of services and the amount identified for this task will not be billed to the
client if the Task is canceled prior to Kimley-Horn proceeding with the design If the Task is
canceled after Kimley-Horn has proceeded with the design, Kimley-Horn shall bill the Client for
the amount of work completed.
Task 5 – Bidding Services
The Town will be responsible for publishing the Notice to Bidders and for distributing the bidding
documents to prospective bidders (electronic format). Kimley-Horn will provide the following
bidding phase assistance:
• Facilitate an in-person pre-bid meeting
• Respond to contractor questions
• Preparation of addenda
• Preparation of bid tabulation
• Recommendation for award
• Issue Conformed Contract Documents incorporating any changes made by the addenda
Deliverables:
• Addenda
• Tabulation of Bids
• Recommendation for Award
• Conformed Contract Documents
SUBCONSULTANT SERVICES
• Merrick & Company will conduct a topographic and boundary survey of the route to identify
existing above ground improvements, features, buried utilities, and property lines. They
will order up to eight (8) title commitments and prepare legal descriptions for each
easement (eight (8) permanent and eight (8) temporary). They will also collect survey data
on hubs installed by the potholing subcontractor to document horizontal and vertical
location of the buried utilities.
• Lithos will conduct a geotechnical subsurface investigation along the proposed waterline
alignment. The investigation will include six (6) geotechnical soil borings to obtain
information on the subsurface profile, to obtain samples for laboratory testing, and to
estimate the groundwater level and depth to bedrock. Soil boring information and
recommendations will be summarized in a Geotechnical Investigation Report. In the event
trenchless pipe installation is required, Lithos will provide trenchless or tunnel-related
specifications and an OPCC.
• Utility locating and potholing will be provided as needed to locate existing buried utilities
perpendicular to the proposed water line. Services will be provided by RECONN Utility
Services. The fee estimate provides four (4) days of locating, traffic control, and four (4)
days of potholing (approximately fifteen (15) potholes are expected).
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
• ERO will assist the Kimley-Horn environmental permitting team in completing the required
environmental clearance process. ERO will conduct a cultural resource file search and
literature review, Class III cultural resource field survey, and assist with drafting the
Environmental Assessment Report.
SERVICES NOT INCLUDED
Any other services, including but not limited to the following, are not included in this Agreement:
• Environmental impact permitting through USFWS, SHPO, USBR, or USACE
• Evaluative testing and treatment of historic properties, if needed
• Lead agency responsibilities
• Easement valuations
• Hydraulic Modeling
• Traffic Control Plans
• Construction Observation and Administration
• Any item not specifically listed in the Scope of Work
ADDITIONAL SERVICES
The Consultant may, upon request and authorization from the Client, provide services in addition
to those identified herein. Any items requested that are not specifically outlined in the Scope of
Work will be considered additional services and may be provided based on a mutually agreed
upon scope, fee and schedule as authorized by the Client.
INFORMATION PROVIDED BY CLIENT
The following information will be provided to assist the Consultant in the execution of the work:
• GIS data of existing utilities (water, power, fiber)
• Record Drawings of existing water lines
• Hydraulic modeling data
FEE AND EXPENSE SUMMARY
Kimley-Horn will perform the services described above on a time and expense basis with the
maximum labor fee shown. Kimley-Horn reserves the right to reallocate budget amounts between
the tasks but will not exceed the total maximum labor fee shown without authorization from the
Client.
Task 1: Project Management, Meetings and Coordination $ 25,315
Task 2: Pre-Design $ 59,335
Task 3: Design (Mall Road segment) $ 75,950
Task 4: Design (Hwy 34 segment) $ 7,790
Task 5: Bidding Services $ 5,945
Subtotal $ 174,335
Subconsultant Fee $ 155,610
Mileage and Reimbursable Expenses $ 1,600
Total Not-to-Exceed Fee $ 331,545
See Detailed Task and Fee Breakdown attached.
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kimley-horn.com 3801 Automation Way, Suite 210, Fort Collins, Colorado 80525 303 228 2300
If the waterline segment along Highway 34 is omitted from the scope of the project before
Kimley-Horn commences with the Task, the following amount will be deducted from the total fee
shown above:
Kimley-Horn (Task 4) $ 7,790
Survey $ 8,400
Potholing $ 8,925
Total Deduct Amount $ 25,115
Expenses will be billed directly to the Town. All permitting, application, and similar project fees
will be paid directly by the Town. Should the Town request Kimley-Horn to advance any such
project fees on the Town’s behalf, a separate invoice for such fees, with a fifteen percent (15%)
markup, will be immediately issued to and paid by the Town.
SCHEDULE
Kimley-Horn will provide our services to meet a mutually agreed upon schedule.
Project Name: Mall Road Water Line Extension Client:
Task name Intern Analyst 1
(P1)
Analyst 2
(P2)
Analyst 3
(P3)
Professional
Engineer
(P4)
Senior
Engineer I
(P5)
Senior
Engineer II
(P6)
Senior
Engineer III
(P7)
Clerical/
Admin
(N5)
Accounting
(B4)
Total
Hours
Labor
Sub-Total
Task 1 - Proj. Management, Meetings and Coordination
Project management and monthly invoicing (through bidding)14 7 14 35 6,160.00$
Monthly Progress Meetings (14 meetings)36 11 22 69 15,545.00$
Sub Coordination (Survey, SUE, and Geotech)4 10 4 18 3,610.00$
Task 1 - Total 25,315.00$
Task 2 - Pre-Design
Utility Locates (see subconsultant fees)
Topographic Survey (see subconsultant fees)
Geotechnical Investigation (see subconsultant fees)
SUE Level B Drawings 5 2 1 8 1,405.00$
Easement Acquisition (assumes 8 permanent easements)8 4 8 20 4,100.00$
Assist with USBR Special Use Permit 8 4 12 2,620.00$
Coordination and Meetings with Larimer County, CDOT, USBR & UTSD 8 8 16 3,680.00$
Basis of Design Report 20 40 2 8 70 13,410.00$
Environmental Report 60 40 100 18,800.00$
Environmental Resource - Field Survey (if required)12 12 12 36 6,420.00$
Funding Support 20 15 5 40 8,900.00$
Task 2 - Total 59,335.00$
Task 3 - Design (Joel Estes Dr. to Hwy 34 - 3,900 lf)
SUE Level A Drawings 20 10 2 32 5,480.00$
Crossing Designs/Permitting/Scour Analysis (USBR, BT River, Hwy 34)80 30 60 4 20 194 37,030.00$
30% Drawings, Specs, and OPCC 50 20 3 4 77 13,195.00$
30% Design Review Meeting (included in Task 1)
Front End Documents 4 8 12 2,900.00$
90% Drawings, Specs, and OPCC 60 20 3 4 87 14,695.00$
90% Design Review Meeting (included in Task 1)
QA/QC 4 4 980.00$
Issue Final for Bidding Documents 5 2 2 9 1,670.00$
Task 3 - Total 75,950.00$
Task 4 - Design (North Side of Hwy 34 - 800 lf)
SUE Level A Drawings 10 5 1 16 2,740.00$
30% Drawings, Specs, and OPCC 10 2 1 13 2,155.00$
90% Drawings, Specs, and OPCC 10 2 1 13 2,155.00$
QA/QC 1 1 245.00$
Issue Final for Bidding Documents 2 1 3 495.00$
Task 4 - Total 7,790.00$
Task 5 - Bidding Services
Facilitate Pre-Bid Conference (in person)5 3 8 1,770.00$
Respond to Bidder Questions/Prepare Adenda 4 4 2 10 1,910.00$
Evualate Bids and Bidder Qualifications, recommend award 4 2 6 1,310.00$
Issue Conformed Contract Documents 2 2 1 5 955.00$
Task 5 - Total 5,945.00$
Total Hours = 0 302 72 239 112 43 125 7 14 914 174,335$
100.00$ 140.00$ 150.00$ 170.00$ 195.00$ 215.00$ 245.00$ 265.00$ 100.00$ 125.00$
Labor Effort per category -$ 45,300$ 12,240$ 46,605$ 24,080$ 10,535$ 33,125$ 700$ 1,750$
TOTAL FEE:
Environmental Sub 16,700$
Survey Sub 57,900$ Labor Subtotal =
Geotech Sub 51,000$ Subconsultant Fee =
SUE Sub 22,600$ Reimbursables Fee =
Subconsultant Subtotal 148,200$ TOTAL COST =
5% Mark-up 7,410$
Total Subconsultant Fee 155,610$
Reimbursables (Mileage)1,600$
Town of Estes Park 12/21/2023
Kimley Horn Staff (hours)Hours and Labor
DETAILED TASK AND FEE BREAKDOWN
174,335$
155,610$
1,600$
331,545$
Labor
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
Request for Proposals – Mall Road Waterline Extension
The Town of Estes Park (Town) will be selecting an engineering consulting firm to provide design,
bidding, and construction management services for the installation of approximately 3,250 feet of
12” ductile iron pipe (DIP) along Mall Road. This pipe segment completes a critical loop in the
Town’s water system. This project includes crossing the Big Thompson River and crossing US
Highway 34. The project is generally shown in Figure 1.
Figure 1 Mall Road Water Line Extension Location
The selected firm will be expected to support the Town with pre-design activities including
permitting, easement acquisition, field investigation, surveying, utility locates, installation method
analysis, and alternative delivery options. Consultant will develop a preliminary engineering report
(PER) to support grant and loan funding applications. Upon completion of pre-design activities
including the PER, the selected consulting firm will advance the design according to the selected
construction method then provide bidding support and general services during
construction/construction management. Consultant shall provide the Town with at least a 30%
design and 90% design for Town review. Design shall use Town standard specifications and details
ATTACHMENT 5
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
supplemented with additional specialty specifications and details. The Town “front-end” documents
shall be used unless specific “front-end” documents are required by an agency provide grant or loan
support. Resident Project Representative (RPR) services will be determined following design
completion.
Selection of a consultant to complete this work will be qualifications based with a negotiated fee.
This request for proposals is organized as follows:
1.0 Purpose and Scope of Project
2.0 Proposal Format
3.0 Selection Process
4.0 Schedule
1.0 Purpose and Scope of the Project
The Town intends to increase looping within our water system and reduce the number of “dead
ends”, which impacts water quality and system hydraulics. The Mall Road looping project is critical
to the performance and resiliency of the Big Thompson pressure zone. This project connects the
main line on US Highway 34 with the main line on Mall Road near Joel Estes Drive. Hydraulic
modeling and system operations indicate this project is a top priority for the Town.
The Town is seeking funding support from SRF, BIL, USDA-RD, and other available grants and/or
loans. Funding may be available because of the improvements to fire flow protection, water quality,
and water loss reduction that are direct results from this project.
The following phases of project development are to be provided by the selected engineering
consulting firm. Proposers may re-organize activities between phases to better demonstrate their
approach; however, will be required to negotiate scope and associated fee using these phases.
Planning Phase
Working with the Town, finalize the water main route and identify required permanent easements
and proposed construction easements. Support the Town in coordinating with the Colorado
Department of Transportation (CDOT), the Bureau of Reclamation, and Larimer County. Bureau of
Reclamation manages the siphon and Lake Estes water flows.
Pre-design Phase
▪ Identify locations and depths for geotechnical borings along the route for use in design
development. Define parameters for geotechnical analysis by the Town’s on-call geotechnical
consultants (Lithos and Kumar & Associates), who will complete the geotechnical field
investigation and develop a geotechnical data report (GDR) for use by the selected engineering
consulting firm.
▪ Provide utility coordination including SUE level B utility locates along the approved route. SUE
level A will be required during design development for utilities that are crossing the new 12”
watermain. The selected consulting firm is responsible for contracting for this work and may
make use of the Town’s on-call providers if desired.
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
▪ Provide surveying services as necessary for design and permitting of the waterline installation.
The Town has available GIS information including 1’ contours from 2013. More detailed
surveying is to be as determined by the Consultant. Define surveying support data to be
obtained by the Town’s on-call surveyors (King Surveying, Topographic and SurvWest), who
will complete the surveying for use by the selected consulting firm.
▪ Develop a PER in support of funding requirements and defining the project approach. PER must
include a planning level opinion of probable construction cost (OPCC) and an estimate for
easement acquisition, and administration including those in support of funding requirements,
utility coordination, and permitting costs.
▪ Support the Town in funding requirements including environmental review and filing a Project
Needs Assessment (PNA) for funding qualification.
▪ Provide easement support including exhibits needed to acquire permanent easements and
temporary construction easements. The Town’s on-call surveyors (King Surveying, Topographic
and SurvWest) will complete the easement support documents identified by the selected
consulting firm.
Design Phase
▪ Develop final design using Town standard details and specifications. The Big Thompson River
crossing must be designed in accordance with CDPHE and US Army Corps of Engineers
requirements and may deviate from Town standards if the agency requirements are more
stringent.
▪ Recommend installation method for the pipeline throughout the route including at the stream
and highway crossings.
▪ Provide a design submittal for Town review and OPCC at the 30% and 90% milestones and a
final OPCC prior to advertising for bids.
▪ Provide recommended construction schedule with consideration of supply chain/delivery and
Estes Park weather delays. Include permitting and final easement acquisition in schedule
development.
Alternative delivery options may be considered by the Town.
Bidding Phase
▪ Support the Town in promoting the project to bidders and in advertising the project for bid
using Bid Net. Participate in pre-bid conference, respond to bidder questions, develop addenda,
and participate in bid opening.
▪ Provide recommendations regarding final construction delivery method, bid structure, and pre-
qualification of contractors (if applicable).
▪ Evaluate bids including completeness of bid, qualifications of bidders, and reference checks.
Provide the Town with a bid tabulation and a written recommendation for award. In the event
the lowest bidder is not recommended, support the selection based on the bid evaluation and
contractor qualifications. Consultant may be requested to attend the Town Board meeting
which recommends award and requests Board approval.
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
Construction Phase
▪ Support the Town in finalizing the contract with the selected construction firm, reviewing the
proposed construction schedule, and establishing construction management protocols with the
selected construction firm.
▪ Provide general services/construction management throughout the project. General services
are defined as construction schedule review, submittal review and approval including
evaluation of substitution requests, evaluation of change requests, monitoring traffic control
and compliance with stormwater pollution prevention requirements, response to requests for
information (RFIs), and tracking and review/approval of contractor pay requests and change
orders.
Inspection services will be negotiated under a separate contract. This will be decided upon
completion of the design or bidding phase.
2.0 Proposal Format and Selection Process
Ten (10) page limit not including detailed resumes, dividers, cover letter or front and back covers;
minimum of 11-point font, single spaced, no less than 0.5” margins on all sides
Organization and Content
Cover Letter (2 page maximum signed by the project manager and/or technical lead)
Section 1: Team Experience and Qualifications – Provide at least four separate reference
projects. For each key team member (listed in Table 1), provide at least two reference projects
including a summary of the project and its similarities to this project, description of the team
member’s role, and project references. The same project may be used for multiple team members.
Short team member biographies can be included in this section with more detailed 2-page resumes
provided as an appendix.
Table 1 Key Team Members (minimum)
Project Manager Serves as the main point of contact. This person is responsible for contractual requirements (scope,
schedule, budget, quality compliance)
Technical lead
(clearly note if this is
the same person as
the Project Manager)
Either the PM or the technical lead must be located within 2 hours of Estes Park and able to attend on-site
meetings as necessary. The technical lead must have experience in designing 12” diameter DIP for potable
water including alignment, configuration, restraint, coating, hydraulics, and valves. This role is considered
critical and should be accessible throughout the project execution.
Quality specialist This senior technical expert must have quality review experience and skills to verify approach to the
design throughout project execution. They should have experience on similar projects of similar size,
configuration, geotechnical conditions and construction complexities.
Funding lead Experience with SRF funding in Colorado including design and construction budget tracking, BABA
requirements, Davis Bacon requirements, and funding paperwork. Experience with USDA-RD loan and
grant funding for projects.
Construction
manager
Experience in management and oversight of construction projects of this complexity including
geotechnical/rock identification, groundwater management, construction sequencing, work in CDOT
rights-of-way, stream and highway crossings, traffic control, and management of schedule with
consideration of weather impacts.
Include other team members as required to demonstrate your team’s qualifications and experience.
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
Section 2: Project Understanding and Approach – Discuss your team’s understanding and
approach to this project including challenges and risks. Describe unique approaches including
utility coordination and locates, CDOT requirements, waterway crossings, permitting, and
financing. Describe how you will incorporate the Town’s standard details and specifications in your
design approach. Describe your approach to funding and unique ideas that could support the Town
in qualifying for grants to help finance this project.
Section 3: Project Management and Quality Management – Discuss how you will manage
project cost (design, permitting and construction) and schedule from pre-design through
construction. Describe how you will keep the Town informed of project progress and get our input
at key decision points. Discuss opinion of cost development and tracking. Do not provide generic
PM and quality management text but instead focus on your approach for this project.
Section 4: Funding Support –Describe your approach to funding support including identification
of funding sources, application support, expenditure tracking, solicitation of contractors, tracking
budget information during construction, and compliance with paperwork requirements of the SRF,
BIL, USDA or other grant/loan funding.
Appendix A: Resumes – Two-page resumes for team members can be provided in this appendix.
Resumes should include projects similar to this one.
Appendix B: Schedule – Provide a schedule indicating field work, design, bidding and construction
elements for the base scope. Consider supply chain, resources, bid packaging, and weather in
schedule development.
Appendix C: Contract Change Requests – Provide any comments or requested revisions to the
Town’s standard contract that was issued with the RFQ. Please note that not all requests for change
will be accepted. Additional changes requested after the consultant is selected may not be
entertained.
3.0 Selection Process
Proposal Scoring
Scoring for selection is defined in Table 2. The Town desires to select the consultant based on
proposal information and not conduct interviews. If interviews are needed to make the final
selection, the scoring system will be provided to the firms that are invited to interview. If
interviews are required for final selection, a short-list of up to three firms will be developed based
on the qualifications.
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3611
jwesley@estes.org
jlang@estes.org
Table 2 Selection Criteria and Scoring
Description Maximum Score
1
(Section 1)
Project team experience with similar projects using DIP for water distribution,
mountain settings, rock geotechnical conditions, utility locates, CDOT roadway
crossing design and permitting, river crossing design and permitting, and high-
pressure water systems.
40
2
(Section 2)
Project approach including schedule for design and construction of stream and
highway crossings, innovative ideas for bidding, mitigation for supply chain
issues, and approach to minimizing construction impacts.
30
4
(Section 3)
Project management approach and team’s approach to quality management. 10
3
(Section 4)
Funding support for SRF and/or BIL funding through the State and USDA-RD
funding 15
5 Clarity, organization and readability of proposal (clarity of presentation if
interviewed) 5
Total Score 100 Points
5.0 Schedule
The proposed project schedule is indicated in Table 3.
Table 3 Proposed Project Schedule
Activity Anticipated Start Anticipated Completion
Request for Proposals August 7, 2023
Deadline for questions (2:00 PM local time) August 18, 2023
Proposals due (2:00 PM local time) September 8, 2023
Review Proposals September 9 through September 15, 2023
Selection and negotiation September 15, 2023 October 3, 2023
Town Board Meeting October 24, 2023
Notice to Proceed October 25, 2023
Project Execution (pre-design, funding, design) November/December 2023 January 2025
Bid Phase Summer/Fall 2025
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3608
jwesley@estes.org
jlang@estes.org
Mall Road Waterline Extension
Addendum 1 – Questions and Responses
1. Will consultants be subcontracting us, or will Estes Park contract [Town’s on-call geotechnical and
survey firms named in the RFP] directly?
The prime consultant should subcontract with the on-call firms to ensure control of the required
work and the quality of the work product.
2. Should consultants include [Town’s on-call geotechnical and survey firms named in RFP] quals,
scope and fee in their Proposal?
There is no need to include the qualifications of the Town’s on-call consultants; however, include
any ideas or approaches from them that support your team's approach. Please include them in your
organizational chart. Since this is a qualifications-based selection, a fee is not required at this
time. We will negotiate the final detailed scope and fee with the selected firm.
3.On Page, section: 3.0, it says: “Ten (10) page limit not including detailed resumes, dividers, cover
letter or front and back covers; minimum of 11-point font, single spaced, no less than 0.5” margins
on all sides.” Question – Are Appendix B and C also excluded from the 10-page limit? –
Yes. The 10-page count includes only the main proposal and does not include appendices.
4. On the first page of the RFP it indicates the consultant is expected to “... support the Town with
pre-design activities including permitting, easement acquisition, Field investigation, survey, ...” and
later on page 3 at the top it states “Provide survey services as necessary ...” but later on page 3 it
indicates the Town has “on-call Surveyors”. Is the consultant to include Survey Services for the
project?
Yes, include surveying services using the Town’s on-call consultants for surveying and geotechnical
work. The on-call consultants should be subcontractors to the prime for the required work. This is a
qualifications-based selection and we will negotiate the final scope and fee with the selected prime
consulting firm.
5. To be able to provide a comparative fee, how many easements is the Town anticipating for this
project for the Consultant to prepare?
Please note this is a qualifications-based selection and we will work with the selected firm in
determining the anticipated number of easements.
6. Does the Town have Right-of-Way maps for the proposed route, or will it be up to the Consultant to
obtain these?
ATTACHMENT 6
170 MACGREGOR AVE. P.O. BOX 1200, ESTES PARK CO. 80517 WWW.ESTES.ORG
Utilities Department
Water Division
970-577-3608
jwesley@estes.org
jlang@estes.org
We have right-of-way data from GIS but it has not been confirmed and is incomplete. The selected
firm should verify the Town’s information with Larimer County and complete the necessary
mapping for the final design.
7. The RFP indicates the Town is seeking funding because of water system improvements. Are there
any additional main line or service tie-in along the proposed route?
Proposed services include Upper Thompson Sanitation District’s existing plant and administrative
facilities (3 connections) and a future plant (number of connections to be determined). No other
service connections are known by the Town to be required.
8. The RFP indicates the proposed project will improve fire flow protection. Are new fire
hydrant installations planned for this project?
Yes, the selected firm should include fire hydrants at locations coordinated with the Town.
We typically install them every 400 to 600 feet. Fire flow improvements will also result in
other areas of our system with this looping improvement.
9. The RFP indicates the Consultant is to provide services during the Construction Phase. Will
Survey services be a part of this requirement?
The services during the construction phase are defined as support in managing the
construction contract and include activities such as schedule review, RFI response, shop
drawing review, change order request review, and other construction contract paperwork
and requirements.
10. Is it safe to assume the Town will provide the Consultant with As-Built drawings of the 12”
main in Big Thompson Avenue and Mall Road tie-ins?
The Town will provide available GIS information (location and depth) for the existing 12”
pipeline. We do not have record drawings.
11. What firms serve as the Town’s on-call SUE providers?
The Town does not have an SUE on-call provider at this time. The consultant should
provide those services with whichever subconsultant they feel best supports their team.
12. How shall this proposal be submitted? Via email, portal, or hard copy? If the submission is
to be via email, who is/are the necessary recipient(s)? Are there any file size restrictions
and/or subject line requirements? If the submission is to be via a portal, which portal? If
the submission is to be hard copy, how many copies?
Submit .pdf of your proposal via email to jwesley@estes.org and jlang@estes.org or
through Bidnet (either method is acceptable). Hard copies are not required. No specific
subject line requirements have been included; however, it is advisable to include some
reference to the project and your firm in the subject line (example: Mall Road waterline
Proposal – XYZ Inc.).
Engines Off
A Regional Air Quality
Council Program to
mitigate vehicle idling
The Regional Air
Quality Council
•Lead air quality planning
agency in the Front Range
•Dedicated to reducing
ozone pollution and
improving air quality
The
problem
with
vehiclee
idling
Public Health
By releasing PM, CO, NOx, VOC, idling increases the severity of
asthma, respiratory diseases, cardiovascular disease and other
health problems.
Climate Change
Vehicle idling in the US wastes 6 billion gallons of fuel each
year. In the Front Range, the GHG emissions from idling equals
the emissions from 44,424 home’s annual energy use.
Environmental injustice:Because of the inequitable distribution
of freight corridors and industrial facilities in Colorado, the
health impact of commercial vehicle pollution
disproportionately impacts low income and minority
communities.
RAQC’s anti-idling
programs
•Engines Off at School – an education and outreach
campaign to stop idling at school pick up
•Engines Off for Food Trucks – a grant program that
awards food truck owners money to replace
diesel/gas/propane generators with batteries
•Local government outreach
Engines Off:
Local
Government
Outreach
• Educational materials about pollution and public health
impact
• Cost analyses about wasted fuel costs for fleets
Best practices documents
• Recommends 1 minute idling restriction
• Exemptions for emergency vehicles, loading, temperature
extremes
• Low fine structure for passenger vehicles
• Higher fine structure for commercial vehicle
Sample ordinance –preempted under state law
Why I’m here today:
Will Estes Park support an amendment
to the state anti-idling law to remove
the local government preemption?
Changing the state anti-
idling law
•The state anti-idling law prohibits
commercial diesel vehicles with a gross
vehicle weight rating >14,000 lbs from
idling for more than 5 minutes.
•Includes a preemption – no local
governments can pass more stringent
ordinances.
The problem
with the state
law
preemption
Air quality impact
Unenforceable
Significantly worse than
other regions
RAQC’s proposal:
more local control
x Amend Colorado’s State Idling
Standard to remove the local
government preemption
clause
x This change would allow, but
not require, local governments
to enact stronger anti-idling
measures.
Support for
state anti-
idling law
change?
Will Estes Park support our initiative to alter
the state anti-idling law?
•We have a house sponsor, Rep. Julia Marvin and
cosponsor, Rep. Jenny Willford
•Talking to a few senators about sponsoring
•Bill is in queue to be drafted
•We have support from the City of Sheridan and
elected officials from Denver, Broomfield,
Brighton, Evans, Lakewood, Adams County and
Larimer County
Questions?
S.B. 24-033
Reclassification of Short-Term Rentals
For
Property Tax
Additional Property Taxes from SB 24-33
Assumes $700,000 property value:
Tax based on Tax based on
Residential (6.8%)Commercial (29%)
Fair Market Value $700,000 $700,000
Assessed Value $47,600 $203,000
County (22.436) $1,068 $4,555
Town (1.822) $87 $370
Town (1.378) $66 $280
Colorado Lodging & Resort Association Survey
The survey asked STR owners what they would do if SB 24-33 were
enacted. There were approximately 2,500 responses:
•54% said they would reduce their rentals to 90 days per year
•13% said they would sell their property
•8% said that they would stop renting their property
•11% said they would convert to long-term rental
Effect of Reduction of Rentals to 90 days
Per STR Per STR Lost Taxes
Currently (168)If 90 days only As reduced
State sales tax $2,420 $1,564 $856
County sales tax $668 $432 $236
Town sales tax $3,004 $2,157 $846
Lodging (2%) $1,096 $590 $506
Lodging (3.5%) $1,917 $1,033 $884
Total $9,105 $5,776 $3,328
COMMUNITY DEVELOPMENT Memo
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From: Paul Hornbeck, Senior Planner
Date: February 13, 2024
RE: Amended Plat, Lots 8A, 9A, and a Portion of 10A of the First
Resubdivision of Buenna Vista, Todd Phillips, EP Real Estate LLC
Owner/Applicant
Staff requests and the applicant consented to the removal of this item from
consideration on the agenda. Staff anticipate a revised application which will be subject
to approval either by the Town Board or the Community Development Department,
depending on the extent of the application.
UPDATED BY STAFF 2024-02-09
FINANCE Memo
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From: Jeremy Creamean, Finance Director
Date: February 13, 2024
RE: Revised Finance Policies and Procedures Manual
(Mark all that apply)
PUBLIC HEARING ORDINANCE LAND USE
CONTRACT/AGREEMENT RESOLUTION OTHER______________
QUASI-JUDICIAL YES NO
Objective:
Finance staff is seeking Town Board approval to increase the purchase order threshold
from $3,000 to $10,000. Relatedly, staff is seeking Town Board approval to increase the
Capital Purchases threshold of $5,000 to $10,000 to match the recommended purchase
order threshold, as well as some edits to the purchasing policy in order to better align it
with policy 601.
Present Situation:
Staff believe the current purchase order threshold of $3,000 is too low and is causing
significant delays in processing accounts payable, causing finance staff to incur
excessive overtime in processing accounts payable. The existing ERP system does not
sync well with Laserfiche, which is used for invoice approvals and routing, when it
comes to purchases that require a purchase order. In addition, staff noted
inconsistencies between the 2011 purchasing policy and Policy 601 Spending Authority
and Limits, which was adopted in 2023.
Proposal:
As part of the ERP process, staff will perform a complete review of purchasing policies
and procedures, in order to align with best practices from peer communities and to
ensure optimal use of the new ERP system. In the interim, in order to improve
efficiencies and better manage the accounts payable process, staff recommend
increasing the minimum purchase order threshold outlined in the 2011 Finance Policy
section 3.4.6 to $10,000, along with increasing the capital purchasing threshold outlined
in the 2011 Finance Policy section 3.4.7 to $10,000.
In addition, staff proposes some additional edits in order to better align the 2011
purchasing policy with policy 601.
Advantages:
•This change will significantly improve the ability of staff to process accounts
payable in the recently implemented Laserfiche system.
•Increasing the purchase order threshold to $10,000 will reduce the challenges
with processing larger accounts payable by reducing the number of purchase
orders.
•Reduce confusion as to which policy applies when it comes to spending
authority.
Disadvantages:
•If this policy change is not made, Finance office staff will continue to face
inefficiencies in processing accounts payable between now and the
implementation of the new ERP system.
•If this policy change is not made, this may result in the Town incurring excess
overtime costs.
Action Recommended:
Finance staff recommend Town Board approve the revisions to the Finance Policies
and Procedures Manual sections 3.4.6 and 3.4.7.
Finance/Resource Impact:
This will reduce the amount of staff time needed to process accounts payable, reducing
the risk of late payments to vendors, as well as reducing the amount of overtime
incurred by Finance department staff.
Level of Public Interest
Low.
Sample Motion:
I move for the approval/denial of the revisions to Finance Policies and Procedures
Manual sections 3.4.6 and 3.4.7.
Attachments:
1. Revised Finance Policies and Procedures Manual.
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
Town of Estes Park
Finance Policies and Procedures Manual
Adopted March 2011
Revised February 2024
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
SECTION 1 INTRODUCTORY INFORMATION
Introduction
The Financial Policies and Procedures Manual include policies and procedures related to the ongoing
financial management of the Town's resources and information required to prepare the budget. The
preparation of the budget begins the financial management cycle, progresses to an adopted budget,
and continues through accounting, monitoring and evaluating stages. It is the intent of the Town that
these policies apply to the Town as a municipality, and including the enterprises of the Town.
This manual is intended to be an overview of various financial policies and procedures and is not
meant to be a detailed authority source. If the material in the manual does not answer a question,
please contact the Finance Department.
This manual is distributed to the Town Administrator, Deputy Town Administrator, and Department
Heads. Anyone who has responsibility for management of the budget and/or the financial affairs of
the department or division should have a manual made available to them by their Department Head.
The manual is updated by the Finance Department, as needed, to reflect changes or additions to
financial policies.
Financial Management Goals
The following goals and policies for the Town are intended to guide the Town in its financial matters.
The goals consist of five significant goal statements (I through V), which provide the basic guiding
parameters for financial management of the Town. The policies of the Town provide more specific
direction on how to achieve the goals and are the basis for consistent actions that move the
community and organization toward sound financial management decisions. Detailed policy
descriptions and narratives are included in Section 2.
Goal I: To sustain a financial system accountable to the citizens for the efficient use of public
dollars.
Goal II: To have a capital improvement program that adequately provides for the maintenance of
capital plant and equipment over their useful life.
Goal Ill: To provide services which are responsive, sensitive, and reliable.
Goal IV: To provide financial and other service information to enable citizens to assess the costs and
results of Town Services.
Goal V: To follow prudent and professional financial management practices to assure residents of
Estes Park and the financial community that our Town government is well managed and in
sound fiscal condition.
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
SECTION 2 FINANCIAL MANAGEMENT POLICIES
2.1 Resource Planning and Allocation
The purpose of this policy is to establish procedures for resource planning and allocation in
accordance with long-range plans of the Board. This policy is applicable to all resource
allocation and planning for the Town.
2.1.1 The Town budget will support the goals and policies of the Town Board, Board adopted
long-range plans, and service needs of the community.
The Mayor and Board have the legal authority and responsibility for the adoption of
Town goals, legislative policies and an annual budget. The Town organization is
committed to carrying out Board goals and policies through service delivery.
Funding for services should take into consideration whether demand exists for
maintaining the service or whether funding is better used elsewhere.
2.1.2 The Town will maintain financial systems, which will develop budgets, provide control,
and report revenue and expenditures at the line-item detail.
Efficient use of public resources requires that budget estimates be developed from a
detailed level. This ensures that changes in the cost of individual line items are
reflected and are neither over nor under estimated. Upon adoption, the line-item
budgets become the basis against which expenditure trends are measured. Spending
control at this level provides the ability to measure experience against expectation, and
as the budget year progresses, to allow program managers to identify positive and
negative trends. The evaluation of these trends will then allow for more precise
estimates of future budget needs.
2.1.3 Revenues, operating and capital expenditures, and debt service will be projected each
year for at least three years beyond the current budget year. Based on assumed
circumstances, including various economic, service, and inflationary factors, the
forecast will attempt to portray whether community plans can be supported over the
designated period. One of the essential attributes of these projections is the capability
to project whether a new program or project can be supported over the long-term.
2.2 Accounting and Financial Practices
The purpose of this policy is to establish guidelines for which the Town's financial reporting will
be presented. This policy is applicable to all financial reporting and record keeping for the
Town.
2.2.1 GAAP. The Town will maintain its accounting records and report on its financial
condition and results of operations in accordance to Generally Accepted Accounting
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
Principles and applicable Colorado Statutes, and will issue Basic Financial Statements
each fiscal year.
2.2.2 Funds. The Town will manage its funds as independent financial entities in accordance
with legal, administrative, or Generally Accepted Accounting Principles.
The Town's financial structure is composed of various funds; that is, self-balancing sets
of accounts. Each fund is established as a result of statutory, administrative or other
legal requirement. From a private sector perspective, each fund can be considered a
wholly-owned subsidiary of the Town. Accordingly, each fund can be considered a
separate independent business, which must support all of the direct and indirect costs
of operating services or capital maintenance and enhancement.
2.2.3 An independent firm of certified public accountants will annually perform a financial
and compliance audit of the Town's financial statements. Their opinions will be
contained in the Town's Comprehensive Annual Financial Report (CAFR), and the report
on Compliance with the Single Audit Act of 1984 (if required based on federal funding
levels).
2.3 Revenue and Collection
The relative public/private benefits received from the services being provided by the town
and/or the desirability of providing access to services for specialized populations are
considered on an annual basis as the budget is developed. The level of cost recovery will be
routinely adjusted to ensure that rates are current, equitable, and competitive and cover that
percentage of the total cost deemed appropriate.
Many services provided by the Town directly benefit individuals and not the community as a
whole. These services include building permits, provision of utilities, and others. When
services of this nature are subsidized by the general taxpayer, scarce resource dollars are not
available for other Town services. In these user-choice services, the customer has the
opportunity to determine whether or how much the service is used, with part of that decision
being made through the normal pricing system.
It is important for the Town to:
• develop broad policies concerning funding of services.
• review all services to determine if a fee should be charged.
• set fees that are comparable to other jurisdictions and/or that recover the full costs of
providing that service, when appropriate.
• consider user's ability-to-pay and other social/community benefits of the service.
• periodically evaluate fee amounts.
In some cases, full cost recovery is not permitted because of statutory or other legal
restrictions, and in other cases it may not be desirable for social/community benefit reasons.
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
The Board shall determine when social/community benefits should be considered in the
establishment of fees.
2.4 Authorized Signatures
The purpose of this policy is to outline the authorized positions to act on the Town's behalf for
the signature of checks and electronic funds transfers. This policy is applicable to the signing of
all checks, contracts, agreements and electronic funds transfers for the Town of Estes Park.
2.4.1 Check Signing Authority. Every check issued by the Town shall be signed by the Mayor
or Mayor Pro Tern and countersigned by the Town Clerk or Finance Director. Facsimile
or mechanical signatures may be used for such checks if authorized by the Board. The
Finance Director may, with the approval of the Town Administrator, adopt such other
controls over the disbursement of funds as may be necessary.
2.4.2 Electronic Funds Transfers. Electronic funds transfers into and out of the Town's
accounts may be initiated by authorized Staff in the Finance Department for payment of
payroll, debt service, investments, and vendor liabilities. Electronic funds transfer are
initiated by an authorized Finance Department staff member and approved for transfer
by the Finance Director, Accounting Manager, or Human Resource Manager to maintain
a high level of internal control. Authorized Customer Service staff may initiate and
process ACH debit payments from utility customer accounts. The initial set-up of these
recurring ACH transactions is reviewed by the Accounting Manager.
2.5 Authorization to Create Operating Policies
The Town Administrator, or designee, has the authority to develop additional specific operating
policies governing the day-to-day financial management of the organization. Provided,
however, that such policies should conform to the general financial policies adopted in this
document. When those policies conflict, the policy contained within this Financial Policy
Document shall govern.
2.6 Investments
This section of the policy is to establish the Town's investment scope, objectives, delegation of
authority, standards of prudence, reporting requirements, internal controls, eligible
investments, financial institution selection, portfolio maturities, volatility, diversification, risk,
safekeeping, and custody requirements. The investment portfolio will be managed in
accordance with the parameters specified within this policy. The portfolio should obtain a
market average rate of return during a market/economic environment of stable interest rates.
2.6.1 Scope. This investment policy applies to the investment of short-term operating funds
and longer-term funds, including investments of employees' investment retirement
funds and proceeds from certain bond issues. Investment activities shall be performed
in conformance with this policy and the Town's financial policies. The Town, its financial
institutions, its investment managers and broker/dealers shall be an equal opportunity
employer.
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
2.6.2 Pooling of Funds. Except for cash in certain restricted and special funds, the Town will
consolidate cash balances from all funds to maximize investment earnings. Investment
income will be allocated to the various funds based on their respective participation and
in accordance with generally accepted accounting principles.
2.6.3 Safety. Safety of the principal is the foremost objective of the investment program.
Investments shall be undertaken in a manner that seeks to ensure the preservation of
capital in the overall portfolio. The Town shall seek to mitigate credit risk and interest
rate risk.
Credit Risk. The Town will minimize credit risk, the risk of loss due to the failure of the
security issuer or backer by:
• Limiting investments to the safest types of securities
• Pre-qualifying the financial institutions, broker/deals, intermediaries, and advisers
with which the Town of Estes Park will do business
• Diversifying the investment portfolio so that potential losses on individual securities
do not exceed the income generated from the overall portfolio.
Interest Rate Risk: The Town will minimize the risk that the market value of securities in
the portfolio will fall due to changes in general interest rates by:
• Structuring the investment portfolio so that securities mature to meet cash
requirements for ongoing operations, thereby avoiding the need to sell securities on
the open market prior to maturity.
• Investing operating funds primarily in shorter-term securities, and local government
investment pools.
2.6.4 Liquidity. The investment portfolio shall remain sufficiently liquid to meet all operating
requirements that may be reasonably anticipated. This is accomplished by structuring
the portfolio so that securities mature concurrent with cash needs to meet anticipated
demands (static liquidity). Furthermore, since all possible cash demands cannot be
anticipated, the portfolio should consist largely of securities with active secondary or
resale markets (dynamic liquidity). The portion of the portfolio also may be placed in
money market funds or local government investment pools which offer same-day
liquidity for short-term funds.
2.6.5 Yield. The investment portfolio shall be designed with the objective of attaining a
market rate of return throughout the budgetary and economic cycles, taking into
account the investment risk constraints and liquidity needs. Return on investment is of
secondary importance compared to the safety and liquidity objectives described above.
The core of investments is limited to relatively low risk securities in anticipation of
earning a fair return relative to the risk being assumed.
Effective 03/01/2011
Revised 03/22/201102/13/2024
Financial Policies and Procedures Manual
2.6.6 Prudent Person Standard. The standard of prudence to be used by investment officials
shall be the "prudent person" standard and shall be applied in the context of managing
an overall portfolio. Investments shall be made with judgment and care, under
circumstances then prevailing, which persons of prudence, discretion and intelligence
exercise in the management of their own affairs, not for speculation, but for
investment, considering the probable safety of their capital as well as the probable
income to be derived.
2.6.7 Ethics and Conflicts of Interest. Officers and employees involved in the investment
process shall refrain from personal business activity that could conflict with the proper
execution and management of the investment program, or that could impair their
ability to make impartial decisions. Employees and investment officials shall disclose
any material interests in financial institutions with which they conduct business. They
shall further disclose any personal financial/investment positions that could be related
to the performance of the investment portfolio. Employees and officers shall refrain
from undertaking personal investment transactions with the same individual with
whom business is conducted on behalf of the Town of Estes Park.
2.6.8 Delegation of Authority. Authority to manage the investment program is granted to the
Finance Officer, and derived from CRS 24-75-601. Responsibility for the operation of
the investment program is hereby delegated to the Finance Officer, who shall act in
accordance with established written procedures and internal controls for the operation
of the investment program consistent with this investment policy. Procedures should
include references to: safekeeping, delivery vs payment, investment accounting, wire
transfer agreements, and collateral/depository agreements. No person may engage in
an investment transaction except as provided under the terms of this policy and the
procedures established by the Finance Officer. The Finance Officer shall be responsible
for all transactions undertaken and shall establish a system of controls to regulate the
activities of subordinate officials.
2.6.9 Authorized Financial Dealers and Institutions. A list will be maintained of financial
institutions authorized to provide investment services. All financial institutions and
broker/dealers who desire to become qualified for investment transactions must supply
the following as appropriate:
• Audited financial statements;
• Proof of National Association of Securities Dealers (NASO) certification;
• Proof of state registration, and;
• Certification of having read and understood and agreeing to comply with the
Town of Estes Park's investment policy.
An annual review of the financial condition and registration of qualified financial
institutions and broker/dealers will be conducted by the Finance Officer.
Effective 03/01/2011
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Financial Policies and Procedures Manual
2.6.10 Internal Controls. The Finance Director is responsible for establishing and maintaining
an internal control structure designed to ensure that the assets of the Town are
protected from loss, theft or misuse. The internal control structure shall be designed to
provide reasonable assurance that these objectives are met. The concept of reasonable
assurance recognizes that (1) the cost of a control should not exceed the benefits likely
to be derived and (2) the valuation of costs and benefits requires estimates and
judgments by management.
Accordingly, the Finance Officer shall establish a process for an annual independent
review by an external auditor to assure compliance with policies and procedures. The
internal controls shall address the following points:
• Control of collusion
• Separation of transaction authority from accounting and recordkeeping
• Custodial safekeeping
• Clear delegation of authority to subordinate staff members
2.6.11 Delivery vs. Payment. All trades where applicable will be executed by delivery vs
payment (DVP) to ensure that securities are deposited in an eligible financial institution
prior to the release of funds. Securities will be held by a third-party custodian as
evidenced by safekeeping receipts.
2.6.12 Investment Types. Consistent with Section 24-75-601, CRS, the following investments
will be permitted by this policy:
• U.S. government obligations, U.S. government agency obligations, and U.S.
government instrumentality obligations, which have a liquid market with a
readily determinable market value;
• Certificates of deposit and other evidences of deposit at financial institutions
with a preference for local competitive financial institutions;
• Investment-grade obligations of state, provincial and local governments and
public authorities, and;
• local government investment pools, either state-administered or through joint
powers statutes and other intergovernmental agreement legislation.
2.6.13 Collateralization. Where allowed by state law (11-10.5-106,107 through 110, CRS), full
collateralization will be required on certificates of deposits and other excess deposits in
financial institutions.
2.6.14 Diversification. Investments shall be diversified by:
• Limiting investments to avoid overconcentration in securities from a specific
issuer or business sector (excluding U.S. Treasury securities);
• Limiting investment in securities that have higher credit risks;
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• Investing in securities with varying maturities, and;
• Continuously investing a portion of the portfolio in readily available funds such
as local government investment pools (LGIPs), and/or money market funds to
ensure liquidity.
2.6.15 Maximum Maturities. To the extent possible, the Town of Estes Park shall attempt to
match its investments with anticipated cash flow requirements. Reserve funds and
other funds with longer-term investment horizons may be invested in securities
exceeding five (5) years if the maturity of such investments is made to coincide as
nearly as practical with the expected use of funds. The intent to invest in securities with
longer maturities shall be disclosed in writing to the Town Board, and approved by the
Town Board.
2.6.16 Reporting Methods. The Finance Officer shall prepare an investment report on a
regular basis to the Town Administrator, including a management summary that
provides an analysis of the status of the current investment portfolio and transactions
made. This management summary will be prepared in a manner which will allow the
Town Administrator to ascertain whether investment activities during the reporting
period have conformed to the investment policy. The report will include the following:
• Listing of individual securities held at the end of the reporting period;
• Listing of investment by maturity date, and;
• Percentage of the total portfolio which each type of investment represents.
2.6.17 Performance Standards. The investment portfolio will be managed in accordance with
the parameters specified within the policy. The portfolio should obtain a market
average rate of return during a market/economic environment of stable interest rates.
2.6.18 Policy Considerations. Any investment currently held that does not meet the
guidelines of this policy shall be exempted from the requirements of this policy. At
maturity of liquidation, such monies shall be reinvested only as provided by this policy.
This policy shall be reviewed on an annual basis. Any changes must be approved by
the Finance Officer and any other appropriate authority, as well as the individual(s)
charged with maintaining internal controls.
2.7 Debt
The purpose of this policy is to establish debt issuance guidelines. This policy is applicable to all
debt issuance for the Town of Estes Park including obligations which are not legally debt but
which are obligations of the Town of Estes Park that are subject to annual appropriation of
funds for their payment by the Town Board of the Town of Estes Park.
2.7.1 Bond Rating. The Town will seek to maintain, and if possible, improve its current bond
rating so its borrowing costs are minimized and its access to credit is preserved. Sound
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financial practices, debt management and capacity, and competent management
support the maintenance of the Town's current bond rating. In its relations with rating
agencies and the investment community, the Town will follow a policy of full disclosure,
as required by legal and professional practices.
2.7.2 Credit Worthiness. The Town will seek to maintain, and as possible, improve its current
credit rating so its borrowing costs are minimized and its access to credit is preserved
and enhanced. The Town will maintain good communications about its financial
condition with bond and credit rating institutions.
2.7.3 Borrowing Purposes. The Town will not fund current operations from the proceeds of
borrowed funds, except for short-term cash flow borrowing such as Tax Anticipation
Notes. The Town will confine long-term borrowing to capital improvements, projects,
or equipment, which cannot be funded from current revenues.
2.7.4 Debt Repayment. When the Town uses long-term debt financing, it will repay the debt
within a period not to exceed the useful life of the improvements or equipment.
Whenever possible, debt shall be self-supporting, and will be revenue debt, or revenue-
backed with a general obligation pledge.
The general obligation pledge will be used only for projects, which have a general
benefit to Town residents, which cannot be self-supporting.
Local or Special Improvement District Bonds may be issued and debt repayments
scheduled.
Advance refunding will generally be undertaken only when the net present value
savings resulting from paying off or restructuring the debt is cost effective.
Lease purchase debt, including certificates of participation, will be considered as an
alternative to long-term vendor leases when cost effective. Such debt will be subject to
annual appropriation and administered by the Finance Department.
Long-term lease purchases for buildings and facilities will be used when the cost of a
lease purchase is lower than other options or if deemed appropriate because of time
constraints, etc.
2.7.5 Direct Bonded Debt. The Net Direct Bonded Debt for the General Fund as a percentage
of Assessed Value shall not exceed 3%.
2.7.6 Loans/Installment Purchases. Because all loans and installment purchases are
considered the Town's debt, it is very important that the Finance Department complete
those transactions on behalf of the Town. Finance will maintain a copy of the
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agreement, payment schedule, and contact name. Finance is also available to review
terms of any loan or lease purchase agreement. All payments will be processed through
Finance.
2.7.7 Other Financing. The Town may issue debt on behalf of its enterprises subject to the
same criteria listed above. Debt issued for Town enterprises shall be approved by the
Town Board.
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SECTION3 PURCHASING POLICIES
The purpose of this section is to establish purchasing procedures to maximize the value of public funds
spent for purchasing goods or services. This process allows the establishment of safeguards for
maintaining a system of quality and integrity. These policies are applicable to all purchasing for the
Town of Estes Park and are established to ensure that needed goods and services are obtained in a
timely manner, at the lowest prices possible, consistent with acceptable quality standards.
In recognition of the cost of staff time and to reduce the cost of making small purchases, purchasing
cards are issued to selected personnel as approved by the Department Head and Finance Director.
The purchasing card (credit cards) will be defined later in this manual.
All Town of Estes Park Departments shall follow set procedures established for the procurement and
purchase of services or goods exceeding $30,000. All Town employees are required to exercise
prudence when using public funds for procurement of any goods or services regardless of the amount.
At no time should a department exceed the overall appropriation for the expenditure of money or the
entering into a contract for an amount more than $100,000 require the approval and signature of the
Mayor before they can become valid.
Procedures which apply to purchases made directly by Town staff as well as the steps followed by the
Finance Department are described below, along with the public purchasing law and ethical standards
that shape the Town's purchasing activities.
3.1 Governing Laws and Policies.
Procurements by the Town of Estes Park are governed by state law and these Purchasing
Policies. The Town of Estes Park establishes further requirements for the Town's purchasing
activities in separate sections of this policy. The Town's administrative policies and procedures
describe basic procurement processes: e.g., public bidding, bid opening, bid evaluation and bid
award.
3.2 Principles and Ethics.
All employees of the Town of Estes Park subscribe to the following principles and ethics:
We believe in the dignity and worth of the service rendered by government and our own social
responsibility as trusted public servants. We consider, first, the interest of the Town in all
transactions and agree to carry out the Town's established Purchasing Policies and applicable
law.
We will keep the Town informed, through appropriate channels, on problems and progress of
the Town of Estes Park that we serve, but keep ourselves in the background, by emphasizing
the importance of the facts.
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We are governed by the highest ideals of honor and integrity in all public and personal
relationships in order that we may merit the respect and inspire the confidence of the Town
and the public, which we serve.
We strive to stimulate competitive bidding in order to obtain goods and services at the lowest
possible cost, and to provide all interested vendors with the opportunity to offer their products
to the Town.
We strive to accord a prompt and courteous reception, so far as conditions will permit, to all
who call on a legitimate business mission.
We believe that personal gain or benefit obtained through misuse of public or personal
relationships is dishonest.
3.3 Conflict of Interest.
No employee or official of the Town shall participate in a transaction, contract, activity, or
service of the Town which has a direct or predictable effect on the employee's financial
interests or the financial interests of an employee's immediate family member or is otherwise
prohibited by law.
3.4 General Purchasing Rules.
All purchases or contracts for services of any kind or description, payment for which is to be
made from funds of the Town of Estes Park, shall be, without exception, in the following
manner.
3.4.1 Emergency Purchases. Emergency purchases shall be authorized by the Town
Administrator when a threat exists which jeopardizes public health, peace, safety or
property. An emergency situation is an event that creates an immediate threat to the
public health, welfare, or safety of the Town of Estes Park or where preservation or
protection of Town property, may arise by reason of natural disasters, epidemics, riots,
equipment failure, or such other reasons. Such conditions create an immediate and
serious need for supplies, services, or construction that cannot be met through normal
procurement and approval methods. Competition should be obtained for emergency
purchases when circumstances allow (for example, you may call three local suppliers to
get competitive quotes on equipment or services). Only the quantity of goods or
services necessary to alleviate the emergency may be purchased under emergency
conditions. Poor planning does not constitute an emergency. The Town Administrator
will present circumstances of the event to the Town Board at the next regularly
scheduled Town Board meeting.
3.4.2 Maintenance Agreements. The Town Administrator shall approve all maintenance
contracts before acquisition of said services are allowed. Such maintenance
agreements typically are contracts for services and repair of equipment items and can
be, but are not limited to, purchased equipment that is not leased (ie: office
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equipment, cleaning services, etc) in these situations the following practices will be
followed:
a. A maintenance contract will be used when it is considered cost beneficial to do so
rather than to pay for service on a per-call basis. {In most instances, such
maintenance contracts shall be included in the original purchase quote for such
items. Exceptions are for capital purchases where ongoing use of the equipment
exceeds one year and ongoing maintenance is required.
b. Maintenance agreements costing more than $30,000 must be obtained through a
formal bid/quote process unless said services/goods can only be serviced by the
original vendor than a sole source purchase would be authorized.
c. When the cost of services through an agreement exceeds $100,000 a formal RFP
process will be used. Some vendor forms may be amended and then referenced on
a purchase order or contract. Include them as an attachment to your requisition.
d. Only those person(s) having the authority shall sign or enter into any contract for
the Town. It is important to understand that authority to approve expenditures
from the budget does not constitute authority to bind the Town to contracts or
contract changes. To originate a maintenance agreement (under $100,000), a
request for approval must be submitted to the Town Administrator. The request for
approval shall contain the three quotes including a full description of the service to
be received, the vendor's name, and the price. An open ended purchase order shall
be issued for the current fiscal year only.
3.4.3 Vehicle Purchases and Vehicle Repairs. Vehicle purchases shall be conducted through a
competitive bid/quote process. Included in the quote or bid for vehicles are those
specifications necessary for the vehicle to perform functions unique to the department
requesting said vehicle. Purchasing steps to be followed:
a. Those purchases under $30,000 and pre-approved in the budget shall be submitted
to the. Town Administrator for approval. A memorandum outlining purchase
justification with competitive bids/quotes attached will also be submitted to the
Town Administrator.
b. All purchases exceeding $30,000 require review by the Town Administrator prior to
submitting to the Town Board.
c. Vehicle purchases exceeding $30,000 and pre-approved in the budget shall be
reviewed by the appropriate committee and approved by the Town Board. A
memorandum outlining purchase justification with competitive bids/quotes
attached should also be submitted.
d. Vehicle purchases not pre-approved in the budget require approval by the Town
Board.
3.4.4 Personal Purchases. It is prohibited for an employee or official to make purchases for
personal purposes or to receive special pricing from a vendor using the Town's name,
account, or reputation.
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3.4.5 Purchasing/Credit Card. The Finance Department has the responsibility to oversee all
purchasing activities for all departments of the Town. Any employee that has a purchasing card
approved by their department head is authorized to purchase goods pursuant to 3.8 below.
3.4.6 Purchase Orders. A purchase order is not required for items under $10,000, and a purchase
order will be issued at the time an order is placed or contract signed.A purchase order is not
required for items under $3,000, and a purchase order will be issued at the time an order is
placed or contract signed.
3.4.73.4.6
3.4.83.4.7 Purchasing Thresholds.
a. Under $30,0000 and more than $10,000. Purchases exceeding $10,000 but less than
$30,000 shall be made in accordance with purchasing authority outlined in Policy 601.
Purchases under this category require sufficient appropriated funds. If appropriated funds
are insufficient, then a budget revision must be approved by the Town Board at a scheduled
Town Board meeting in order to appropriate the needed funds. . Purchases under this
category shall require (3) competitive bids/quotes regardless of whether the item(s) to be
purchased have sufficient budget. These purchases require approval with the following
process:$5,000. Capital purchases exceeding $5,000 but less than $30,000 shall be made
only when said goods or services have been approved through the budget process. These
purchases require approval by the Town Administrator before acquisition of the good or
service can be obtained. Purchases under this category that have not been approved
through the budget process shall require approval by the Town Board at a scheduled Town
Board meeting. Purchases under this category shall require (3) competitive bids/quotes
regardless if the item(s) to be purchased were pre-approved via the budget process. These
purchases require approval of the Town Administrator before being presented to the Town
Board of Trustees. The following process shall include:
Approval based on Policy 601.
Three competitive bids/quotes.
Those purchases requested without sufficient appropriated budget require
a Town Board approved budget amendment.
• A memorandum to the Town Administrator requesting release of approved funds to
effect the purchase of goods or services (and attachment of the 3 competitive bids).
• Those purchases requested that are not within the approved budget require an action
item addressed to the Town Board (and attachment of the 3 competitive bids).
b. $30,000 and greater. Purchases or contracts for services for an amount greater than
$30,000 requires formal sealed bidding. In those cases, bid packages are prepared and
distributed to prospective bidders of the commodities or services required.
• Bids are publicly opened at the time, date and place specified. Bids must be received
on or before the published deadline.
• After bids are opened, the tabulation and analysis is made by the appropriate
department. A recommendation for consultant selection is made to the appropriate
Town committee with final approval made at a regular Town board meeting. An
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award is then made via a purchase order.
• Awards over $50,000 require issuance of a contract. The successful bidder will also be
required to furnish Certificates of Insurance, Performance/Payment Bonds, Worker's
Compensation etc as specified in the bid documents.
• Pre-bid meetings may be held on projects when deemed necessary by Town staff.
Invitations to bid will specify the date, time and location of such meetings.
c. Requests for proposals (RFP) for purchase of services under $30,000. Generally, RFPs
shall be issued for the acquisition of consulting services. The issuance of an RFP for a
construction project is dependent on the magnitude and complexity of the project. Final
determination to issue an RFP for such a construction project is the decision of the Town
Administrator. RFPs shall be developed by the department's assigned project manager or
Department Head. At a minimum all RFPs shall contain:
• Introduction describing the nature and term of the request
• Scope of services
• Broker minimum requirements, qualifications and experience
• Rate schedule for services
• Illegal aliens language
• Submittal process with deadline and contact information, proposals are public
information and the town reserves the right to reject any or all proposals.
3.4.93.4.8 Sole Source Purchases. A contract may be awarded for a supply, service, or construction
Item without competition when, the Department Head determines that there is only one source
for the required supply, service, or construction item. Only the Town Administrator has the
authority to grant this exception. Sole source purchasing procurement is not permissible unless
the required good(s} or service(s} are only available from a single supplier. A requirement for a
particular proprietary item or service does not justify sole source procurement if there is more
than one potential bidder or offerer for that item or service. The following are examples of
circumstances that could necessitate sole source procurement:
• Where the compatibility of equipment, accessories, or replacement parts is the
determining factor.
• Where a sole supplier's item is needed for trial use or testing.
• Where a sole supplier's item is to be procured for resale.
• Where public utility services are to be procured.
• For continuity between multi-phased projects.
3.4.103.4.9 State Bids. The State of Colorado has expended considerable time and money to assure
that the items on the State Bid list are made available at the best competitive price, equally
throughout the State. Occasionally, local vendors may have selected items at a slightly lower
price; however, the State Price Agreements with the listed vendors insure that, based on
projected quantities purchased through the State over a certain period of time, the best
overall economy will be achieved. The list is alphabetical by commodity and indicate the
vendor(s} who have received the State Price Agreement. The listing is on the internet:
Enter: www.gssa.state.co.us
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Click on link to State Purchasing Office
Click on link to Current Price Agreements
Click on link to List of Price Agreements (for Commodities/Services) in middle of page
3.4.113.4.10 is superseded by Policy 602
3.4.10 Local Preference. The Town may provide a 2% local purchasing advantage for
equipment, supplies and services up to $37,500. The Town Administrator shall make
final determination of whether the local advantage is applicable. For all construction
projects, the local Estes Park Contractors Association shall be notified.
3.7 Exemptions from the Public Bidding Process
The Town recognizes certain exemptions from the Public Bid Process, as described herein.
3.7.1 Professional Services. This Purchasing Policy shall not apply to professional services and
the requirements shall not be mandatory in the employment of professional services.
Professional services include, but are not limited to, the following: Attorneys, Bond
Counsel, Certified Public Accountants/ Auditors, Consultants, Engineers, Financial
Advisors, Physicians, Real Estate Brokers.
3.7.2 Design-build Services. This Purchasing Policy shall not apply to design-build specialty
services so long as the Town Board approves such an exemption through formal action.
3.7.3 Use of State Bids Awards. This Purchasing Policy shall not apply if departments are able
to piggy-back on a State bid award, GSA bid award, or other bid award where a Public
Bid Process has taken place.
3.8 Town Issued Credit Cards.
Credit cards are a streamlined approach for small to medium dollar purchases and paying for
business-related travel expenses. The cardholder shall read and sign the Credit Card Policy
form prior to the issuance of the card and will sign the form each year thereafter.
3.8.1 Issuance. Town credit cards may be issued to Department Heads or other personnel as
authorized by the Finance Director.
3.8.2 Legitimate Business Expenses. A credit card shall be used for purchases on behalf of the
Town to purchase goods or services solely for the Town's use or benefit. No cardholder
may procure goods or services for personal purposes, and the credit card may not be
used to obtain cash. In the event a personal charge is made on a Town credit card, the
cardholder will immediately reimburse the Town. Misuse of the card could subject an
employee to administrative and/or disciplinary action including possible cancellation of
credit card privileges and possible termination of employment pursuant to the
personnel policies of the Town.
3.8.3 Prior Authorization of Expenditures. A purchase order must be obtained for the
purchase of goods and services over $500 prior to ordering. When used, list the card
company as the vendor when submitting the purchase order. Exceptions to this rule
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include business-related meals, education and training, or emergencies where there is
not time to get a purchase order. A purchase order should be entered as soon as
practical, thereafter for such exceptions.
3.8.4 Travel Related Expenses. If a spouse or family member is accompanying the employee
on a business trip, only employee's travel expenses may be charged to the card. Airline
tickets or other travel expenses related to the family member must be paid by the
individual at the time of purchase. It is not acceptable to reimburse the Town for those
expenses. Personal expenses may not be charged to the hotel room and must be paid
for separately. Hotel, car rental, parking, taxi, etc. receipts must be submitted with the
Travel Expense Report.
3.8.5 Monthly Statements. It will be the responsibility of the cardholder or their designee to
reconcile the monthly credit card statement to the purchase orders and receipts. As
with any credit charge card, you must retain original itemized sales slips, cash register
receipts, invoices, order forms and receiving documents. Card users will request that
merchants provide a detailed description to support purchases. Individual receipts
detailing all of the materials or services purchased must be submitted to the Finance
Department with the monthly statement. If the purchase is over $500, a purchase
order number must be indicated on the receipt. If there is no receipt, one must be
obtained prior to the statement being processed for payment. The statement and
documentation must be returned in an amount of time sufficient for the Finance
Department to process for payment so late payment charges are avoided.
3.8.6 Disputed Charges. The cardholder is responsible for following up with a vendor on
erroneous charges, disputed items, or returns.
3.8.7 Lost or Stolen Card. It is the responsibility of the cardholder to report a lost or stolen
card to Pinnacle at 1-800-423-7503. The cardholder will also immediately notify their
supervisor or the Finance Director. It is the cardholder's responsibility for any
unauthorized charges if the card is not reported stolen.
3.8.8 Open Records. The Town will monitor and audit the use of Town-issued credit cards.
Use of the card will be considered a public record and subject to the Colorado Open
Records Act.
3.8.9 Tax Exemption. Inform the merchant that the purchase is for the Town of Estes Park
and the Town is exempt from Colorado State sales tax. The tax exempt number is 98-
00492-0000. A copy of the Town of Estes Park tax exempt certificate is available from
the Finance Department should the merchant request one for their records.
3.9 Conference and Training Policy.
General rules and regulations exist pertaining to travel expenses for all elected officials,
Department Heads, planning commissioners, rodeo committee officers and employees.
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3.9.1 Mileage. Elected Officials, Department Heads and employees traveling on Town
business and using a personal vehicle shall be reimbursed as allowed by the Internal Revenue
Service (IRS) standard mileage rate for auto expenses. Employees are encouraged to carpool
and use a Town vehicle, if available, when attending conference and training sessions within
driving distance.
3.9.2 Travel Coordinator. All reservations for travel, including accommodations when
applicable, and all Travel Expense Reports, shall be processed by a designated person (travel
coordinator) in each department. Attendees shall submit an expense report to the travel
coordinator for all travel within 14 days of completion of the travel.
3.9.3 Eligible Travel Expenses. The following items will be paid as travel and conference
expenses:
a. Registration. The Town will remit advance registration fees whenever possible.
b. Lodging. The Town will remit at least one night's deposit for hotel/motel
accommodations, plus tax, when applicable. The Town will reimburse the standard
room rate.
c. Overnight Accommodations. The town will not reimburse for conference training
sessions within a SO-mile radius, including Boulder, Fort Collins, Greeley, Longmont
and Loveland. Note: exception may be granted by the Department Head.
d. Airfare. The Town will reimburse attendees for regular, coach rates. If attendee
chooses to drive, mileage will be reimbursed at the price of a regular coach ticket or
actual mileage, whichever is less.
e. Ground Transportation. Reasonable travel during the conference (may include
customary tips.)
f. Per Diem. The Town will reimburse attendees using the current maximum Federal
per diem rate schedule established by the IRS for multiple-day travel receipts are
not required and will not be accepted for multiple-day travel. Anyone desiring
advance per diem must contact the Department Travel Coordinator two weeks prior
to departure. One day prior to and one day following is allowed for out-of-state
conferences. Half day prior to and half day following is allowed for in-state.
g. Parking. Airport and hotel parking during the conference/training (may include
customary tips).
h. Commuter Expenses. Employees electing to commute to conferences or training,
within reasonable driving distance, shall be reimbursed at the current mileage rate
established by the IRS. Any incidental out of pocket expenses such as meals and
parking required to attend conferences shall also be reimbursed at a cost not to
exceed $10/breakfast, $15/lunch and $25/dinner.
3.9.4 Last Minute Travel. Checks cannot be processed for travel with less than one week's
notice. If registration cannot be placed on a town credit card, the attendee may pay for
said registration and be reimbursed after attending the conference/training.
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3.10 Bank Accounts
Bank accounts may only be opened by the Finance Director or Town Clerk, following approval
by the Town Administrator or Town Board. No other employee or department of the Town
shall open a bank account in the Town's name using the Town's tax identification number.
Monthly account reconciliation will be performed by the Finance Department, with copies of
required information furnished to Finance within a timely manner. Reconciliation will clearly
show beginning balance, deposits made, checks written, outstanding checks, and any charges
or unusual items. The reconciliation must agree between the bank statement and the general
ledger.
3.11 Petty Cash
Petty Cash is available for miscellaneous budgeted employee reimbursements and/or for the
exchange of money relating to the sale of retail items at authorized locations.
3.11.1 Miscellaneous Locations. Petty Cash drawers, in the amount of $200, are available at
the Police Department, Visitors Services, Water Shop, and the Fleet Maintenance Shop.
The Finance Department/Cashier also has a cash drawer in the amount of $1,000. All
petty cash drawers are in a locked location.
3.11.2 Reimbursements. A petty cash slip reimbursement form must be filled out detailing the
reason for reimbursement, amount, account number, and signed by the authorizing
supervisor or Department head. The employee receiving the reimbursement must sign
the form as well. Detailed receipts must be attached for the reimbursement form (ie:
meals, parking, etc.). Exception: requests for mileage reimbursement. Requests for
reimbursement without receipts will not be accepted.
At the department's request, the cash drawers are replenished periodically through the
regular Prepay run, when needed. The main cash drawer is replenished weekly.
3.11.3 Exceptions. Reimbursements for travel must go through each department's travel
coordinator and signed by the Employee's supervisor. The Travel Expense
Reimbursement form, along with detailed receipts, must be provided. Travel
reimbursement for a Department Head must be approved by the Town Administrator or
Deputy Town Administrator.
Travel reimbursements up to $125 can be reimbursed through the main Petty Cash
Fund located in the Finance Department. This allows the employee to receive the
reimbursement promptly and requires less processing costs than through accounts
payable.
3.11.4 Controls. Cash drawers are periodically counted by a staff person who does not have
regular access, for internal control purposes.
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3.12 Credit Collections
When the Town receives a check for goods or services, it is deposited into the Town's bank
account. Upon a check being returned from the bank due to insufficient funds, the party will
be notified and informed to pay their balance and applicable fee(s).
If the check in question concerns a service in process, it is the responsibility of the department
to stop Town services until the debt plus any required fees have been paid.
3.13 Cashier/Cash Receipts
The Finance Department serves as the main cash drawer for the payment of utility bills and
collection of other miscellaneous payments collected by the Town.
3.13.1 Cash Collections. Cash and checks are received at various locations, including the
Museum, Senior Center, Visitors Services, Special Events, Municipal Court, Town Clerk,
Customer Service, and Finance. Monies are turned into the Finance Department with
appropriate documentation and verified.
3.13.2 Receipts. Receipts are prepared using Town forms for all transactions to be processed
through the Town's cash receipt system by authorized staff using a designated
password and given to the generating department or customer. All payments of cash
require that the customer be given a receipt.
3.13.3 Receipt Processing. A batch is created every morning to process daily receipts.
Transactions are entered through a computerized cash receipt system, which enters the
transaction into a batch in the accounting system or the utility billing system. These
cash receipt batches are reviewed and posted to the general ledger by the Accountant
or in the case of utility bill payments, the Administrative Clerk.
When the batch is closed and the appropriate reports have been printed, the batch is
reviewed by the Administrative Clerk or Utility Billing Specialist. The drawer is balanced
and the bank deposit is prepared. Batch is posted to Cash Receipt system.
3.13.4 Deposits. The deposit is delivered to the bank by a staff person not involved with the
day's financial activities. Deposit slips and bank ACH slips are verified to total deposit
on Cash Posting.
3.13.5 Posting to Ledger. Cash Posting and supporting documentation is given to Accountant
or Accounting Manager for final verification and posting to general ledger.
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SECTION 4 FINANCIAL OVERSIGHT & INTERNAL CONTROLS
This section has been developed to provide Town staff involved with department financial systems
and/or budget preparation with a conceptual framework of some of the concepts and processes that
are involved with financial management and control. This section is intended to give a brief
description of the "universe" in which the budget process "lives".
4.1 Fund Accounting Theory
This section explains the basic concept of fund accounting. It also describes the six types of
funds that exist in Estes Park Town government.
4.1.1 Fund Accounting. Unlike most private enterprises, the Town provides many services
which, were they not provided by a government agency, would be considered
monopolistic. Therefore, many of the free market economic controls, such as price, no
longer ensure that services are provided in the most effective and efficient manner
possible. Also, unlike most private enterprises, governments have the ability to raise
revenues through taxes rather than through the exchange of goods or services. Taxes
are not usually applied strictly on the basis of the services received in exchange.
These two basic differences between private enterprise and governments have led
citizens (taxpayers) and other groups with particular interests in government to see
"non-market-place" means of controlling the expenditures of government. Legal and
political constraints have been instituted which require governments to expend monies
in certain restricted ways. Certain resources, such as some Federal grants, are legally
available only if they are used for specific programs, e.g., the Community Development
Block Grant program. The Town is required to refund these resources if they have not
been used within the specific conditions established by law or the grant agreement.
In order to account for these resources and the related expenditures, an accounting
theory based on a measurement unit called a fund was developed. Instead of putting
all the Town's resources together in one set of accounts and then trying to figure out
what was related to what, the Town's resources are accounted for in separate sub-
entities called funds.
Each fund is a self-balancing set of accounts which records all the activity concerning
the assets, liabilities, equity, revenues, and expenditures needed to carry on a specific
activity. The separation of the Town's activities into funds allows the Town to maintain
the appropriate (required) controls over expenditures for each activity and to report on
specific activities to interested citizens.
4.1.2 Fund Types. All funds are classified into six (6) fund types. These fund types, and the
purpose of each:
a. General Funds. To account for the administrative, police protection, parks,
recreation, community development and technology functions of the Town.
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Principal sources of revenue consists of property taxes, franchise and occupancy
taxes, sales and use taxes, licenses and permits, grants, charges for services,
intergovernmental revenue, interest earnings, and operating transfers from other
funds. Major expenditures are for personal services, materials and supplies,
purchased services, capital outlay and transfers to other funds.
b. Special Revenue Funds. To account for the proceeds of specific revenue sources
that are legally restricted to expenditures with specified purposes.
c. Enterprise Funds (also called Business or Proprietary Funds). To account for
operations (a) that are financed and operated in a manner similar to private
business enterprises, where the intent of the governing body is that the costs
(expenses including depreciation) of providing goods or services to the general
public on a continuing basis be financed or recovered primarily through user
determination of revenues earned, expenses incurred, and/or net income as
appropriate for capital maintenance, public policy, management control,
accountability, or other purposes.
d. Fiduciary Funds. To account for resources received and held by the Town in a
fiduciary capacity. Disbursements from these funds are made in accordance with
the trust or other agreements or conditions of the trust for the particular source of
funds.
e. Internal Service Funds. Internal Service Funds are used when governments wish to
centralize certain services (for instance, motor pool) and then allocate the cost of
those services within the government. GASB Statement #34 permits internal service
funds to be used "to report any activity that provides goods or services to other
funds, departments, or agencies of the primary government and its component
units, or to other governments, on a cost-reimbursement basis."
f. Debt service funds. Governments often set aside resources to meet current and
future debt service requirements on general long-term debt. GAAP permit the use
of debt service funds "to account for the accumulation of resources for, and the
payment of, general long-term debt principal and interest."
4.1.3 Reserves. Reserves are used to buffer the Town from downturns in the economy, to
provide for emergency requirements, and to provide an additional source of
accumulated funding for major capital improvements or redevelopment. Target
reserves will be as follows:
a. The unreserved fund balance in the General Fund should not be allowed to fall
below 25% of the current year General Fund budget without town board approval.
It is designed to float between 25-30% on an annual basis.
b. The Water and Electric individual unrestricted fund balances should not be allowed
to fall below 25% ofthe current year's operating budget.
4.2 Basis of Accounting/Budget Reporting
This section describes two financial concepts that drive the way in which the Town's finances
are maintained and reported: "Basis of Accounting" and "Budget vs. GAAP Reporting".
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4.2.1 Basis of Accounting - Cash vs. Accrual. The term "basis of accounting" refers to when
revenues, expenses, expenditures - and the related assets and liabilities - are
recognized in the accounts and reported in the financial statements. Specifically, it
relates to the timing of the measurements made. The following are the basis of
accounting available for use by the Town:
a. Cash Basis - Transactions are recognized only when cash is received or disbursed.
b. Accrual Basis - Transactions are recognized when the economic event occurs,
regardless of whether or not cash is received or paid. Proprietary funds, which
encompass the enterprise funds, use the accrual basis of accounting. These funds
have an income measurement/capital maintenance focus. The accrual basis of
accounting is used by private enterprises as well.
c. Modified Accrual Basis - Expenditure transactions are recognized when incurred.
Revenues are recognized when they are both measurable and available to finance
the expenditures of the current period. Governmental funds, including general,
special revenue, debt service, and capital projects, use the modified accrual basis of
accounting. For a revenue to be recognized in a governmental fund, it must be
"measurable" (the amount must be known or be reasonably estimated), and it must
be "available" to finance the expenditures of the same fiscal period for which the
revenue is recorded. "Available," in this case, means collectible in the current
period or soon enough thereafter to be used to pay liabilities of the current period.
For purposes of consistency, that time-frame shall be sixty {60) days which was set
for purposes of property tax revenues.
4.2.2 Reporting Focus - Budget vs. GAAP. This concept is used at the Town of Estes Park to
refer to the way transactions are recorded and reported for compliance with Colorado
Budget Law as opposed to financial statement presentation in conformance with
Generally Accepted Accounting Principles. The Town's monthly statement of revenues
and expenditures are reported during the fiscal year on what is informally called a
"budget basis." The Town's transactions are recorded throughout the year in
accordance with the financial statement requirements as set forth within the Colorado
Revised Statutes. By recording the transactions in general compliance with this law, the
revenues and expenditures can be more easily monitored on a monthly basis to ensure
compliance with the legal requirements as set forth within the Colorado Revised
Statutes.
At the end of the fiscal year, adjustments are made to present the financial information
in a format that is comparable to that used by other local government units around the
country. The standards for this reporting are referred to as "generally accepted
accounting principles" (or GAAP basis). The adjustments to convert the Town's financial
records from "budget basis" to "GAAP basis" are made to ensure that the Town's
financial statements are fairly and consistently presented in conformance with GAAP.
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4.3 Budgeting
This section has been developed to provide Town staff involved with budget preparation with a
conceptual framework in which to prepare the budget recommendations to Town Board.
Whenever possible, specific policies, procedures, and parameters have been outlined to enable
the user to operationally develop a particular aspect of the budget. There may be instances
when an unusual situation that might affect a department is not addressed in this manual; in
that case, the department should contact the Finance Director for specific instructions to
address the situation.
4.3.1 Budget Process Timeline. It is the Finance Officer's responsibility to develop and
distribute a budget process timeline to the Town Board, Town Administrator, and
Department Heads in a timeframe that allows appropriate, responsible development of
department budgets. A typical timeline will be as follows:
Apr Budget calendar distributed to Department heads
Jul Financial books are closed for 1st half of year and distribution of budget
preparation worksheets
Jul Pre-budget study session for Town Board and Department Heads
Jul Due date for end of year revisions
Aug Due date for next year's budget requests
Aug Next year's budget due to Town Administrator
Sept Meetings with Department heads to review and finalize budget numbers
Sept Publish budget sessions notice in newspaper
Oct Budget review sessions with Town Board and Department Heads
Oct Budget work sessions open to the public
Oct Publish budget adoption notice in newspaper
Nov Budget overview and approval at Town Board meetings
Dec Deadline to submit budget to Department of Local Affairs
4.3.2 Department Responsibility. Departments are responsible for the following in the
budget development process:
a. Completion of Budget Information template in provided timeframe, which includes
standard narrative including goals & objectives, a functional organizational charge,
and activity measures.
b. Financial Summary Requests: Information regarding historical and current financial
line item allocations will be provided to each department. The information will be
presented in such a format that the department will update the request and then
return the final document to the Finance Officer.
c. Appropriate revenue and expenditure projections that account for economic
conditions, operating changes, community growth, etc. These will be developed in
coordination with the Finance Department.
d. Capital project planning and cost estimates.
e. Communicating information appropriately to departments and attending budget
meetings.
f. Reviewing all budget materials for accuracy, content, and style.
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4.3.3 Budget Adjustments. From time to time, the budget may require adjustments due to
unforeseen expenditures, to recognize unanticipated revenue, or to adjust operating
transfers. Adjustments may be made as follows:
a. Budget Resolution. During the year, adjustments that will change the budget at the
Fund or Department level may be made by bringing a supplemental budget
resolution to the Board for their approval.
b. The Town Administrator has authority to authorize changes to specific line items
within each Fund and Department, provided that the overall amounts budgeted by
the Board are not changed.
c. At the end of each year, the Finance Department will prepare a Budget Amendment,
by Resolution, to formalize the budget adjustments that were made during the year.
4.3.4 Budget Adoption. Following internal development and review of the budget, the Town
Board will hold hearings on the budget, to provide public review of the document and
to discuss further budget development. Following review at the Board level, the Board
shall provide authority to expend funds through a Budget adopted in an open meeting.
a. The Budget Ordinance shall authorize the budget at the Fund and Department level.
b. The amount appropriated to a specific fund and/or department may change as a
result of subsequent Board actions.
4.4 Financial Monitoring
This section outlines the responsibilities of Departments in monitoring and managing the
approved Budget.
4.4.1 Financial Statements. After the month ends, a financial statement is generated which
summarizes each revenue and expenditure account detailing budgeted amount, total
collected or spent for the month and year-to-date, current year encumbrances and the
percentage of total to budgeted dollars. Each department/division head receives a
financial statement for that department's activity, which serves as a tool for monitoring
the department's budget. The Town Administrator and Finance Officer also review the
monthly financial statement for unusual activity. At any time during the month, an up- to-
date financial statement may be generated upon request.
4.4.2 Town Administrator responsibility. The Town Administrator is ultimately responsible for
the implementation and management of the budget and for the proper use and
preservation/protection of the Town's assets.
4.4.3 Finance Department responsibility. The Finance Officer is charged with the primary
responsibility for monitoring the fiscal and program implementation of the approved
budget. The Finance Officer will report monthly to the Town Administrator on various
aspects of budget implementation and management. In addition, the Finance
Department will work closely with other departments to apprise them of their financial
status and of any potential issues that may affect their budgets. The Finance
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Department may review fiscal issues affecting any part of the Town organization. This
activity supports the monitoring role and focuses on the protection of Town assets and
the legal, efficient, and effective use of Town resources. The Finance Officer will
provide Town Board with a quarterly update on the Town's finances including a
financial report containing budget versus actual revenue and expense information.
4.4.4 Department Responsibility. Departments are responsible for monitoring and managing
their resources to ensure that the legal and administrative appropriation to the
department is not overspent and that all expenditures and uses of Town resources are
in conformity with Town, State, and Federal ordinances, statutes, policies, and
regulations.
a. Legal Appropriation. Each department is responsible for ensuring that expenditures
do not exceed the legal appropriation level for their department within each fund,
operating and capital expenditures combined.
b. Revenues. Departments are responsible for monitoring revenues that are collected
as a result of programs administered by their departments. If a significant change in
the estimate for the current or future fiscal year's results, the department must
contact the Finance Officer to advise of the change.
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SECTIONS TOWN PROPERTY
The Town strives to be good stewards of all of our resources. In addition to financial resources,
community resources include capital assets and properties. It is important to track an entity's
fixed assets to help protect the items against theft, loss, or misuse. Section 4 establishes
guidelines for fixed asset accounting as well as surplus property that is no longer of use or value
to the Town.
5.1 Fixed Assets Acquisitions
Fixed Assets are maintained by the Finance department using a perpetual inventory system.
5.1.1. Definition. The term "fixed asset" is used to describe land, buildings, vehicles,
equipment, and other items used in providing services to the community.
5.1.2. Threshold. For financial statement purposes, the Town capitalizes and reports any
individual fixed asset over $5,000 in the General Fixed Asset Account Group and the
enterprise funds with an estimated useful life of more than one year following the date
of acquisition. The Town will apply its threshold to individual items rather than to
groups of similar items (ie: desks and tables). Infrastructure assets will be treated
separately from other capital assets and the capitalization threshold will focus on new
construction or extension of useful life of an existing infrastructure item.
5.1.3. Asset Inventory. Upon payment of an invoice and preparation of a fixed asset
acquisition sheet, information is entered into the Fixed Asset system which assigns a
sequential identification number. The sequential number can then be used to trace the
item back to the fixed asset listing, which includes fixed asset tag numbers, serial
numbers, model numbers, location, and historical cost information. Once the item is
received by the department intended, it is the department's responsibility to notify the
Finance Department upon transfer to another department or disposal. The department
who is purchasing the asset is responsible for affixing fixed asset tags to the appropriate
items.
5.1.4. Asset Tracking. The Town will perform a physical inventory review of its tangible capital
assets, either simultaneously or on a rotating basis, so that all of the Town's tangible
capital assets are physically accounted for. A detailed physical inventory report will
identify assets acquired, disposed or transferred to a different location within the Town.
5.2 Fixed Asset Disposal
This section describes the various methods for disposal of Town-owned assets. As the Town's
Fixed Assets are housed at different locations, disposal of the Town's fixed assets falls under
the direction of the Department Heads who manage the departments where the fixed assets
are located in.
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5.2.1. In-House Disposal. Any department who is disposing of assets over or under the asset
threshold advertises within the Town first.
5.2.2. Trade In of Property. Property may be traded in conjunction with the acquisition of
other items at the time competitive bids are solicited for those items. Notice of the
item traded in shall be provided to the Finance Department by the appropriate
supervisor or Department Head to remove the asset from the Fixed Asset system and to
discontinue insurance coverage.
5.2.3 Fixed Price Sale of Property. The Finance Officer or designee may approve a
department to sell personal property, including recyclable or reclaimed materials,
without formal competitive bidding if it is determined that this type of sale will result in
increased net revenue and the Town is in compliance with the following conditions:
a. When the current market value per item is deemed to be less than $5,000, the
Finance Director may establish or approve a Department Manager's selling price,
schedule and advertise a sale date, and sell to the first qualified buyer meeting the
sales terms.
b. Town employees may submit an offer meeting the sales terms for the personal
property when no offers meeting sale terms have been received within 72 hours of
the sale date.
5.2.4 Sealed Competitive Bid for Property. When the current value per item is deemed to
exceed $5,000, the personal property must be offered for competitive written bid and
be advertised in the newspaper at least 10 days prior to sale, or be offered for sale at
public auction. If no bids are received or if a determination is made that the market
value of the property exceeds the offer of the highest responsible bidder, all bids may
be rejected and the Finance Officer or appropriate Department Head may negotiate a
sale subject to the following conditions:
a. An appraisal of the market value of the property is obtained and documented and
the negotiated sale price meets or exceeds the market value; or
b. The sale amount exceeds the highest bid received through the bidding or auction
process.
5.2.5 Surplus property. Surplus property is under the direction of the Finance Officer. As
items were purchased with public funds, the Town Administrator must declare items to
be surplus prior to disposal and said disposal must follow the provisions indicated
herein. In every instance, unless specifically authorized by the Town Administrator,
revenues from the sale of surplus items must be deposited into the Town's bank
accounts.
5.2.6 Unusable Equipment. The disposal of capital equipment that has only a salvage value
that is less than $2,500, is exempted from the formal surplus disposal process. These
items can be sold for salvage value without a declaration of surplus property, upon
approval of the Town Administrator.
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5.2.7 Auction Sale of Property. Non-attached personal property may be sold at auction if the
Finance Director determines that the auction contemplated will probably result in a
higher return than if the property were sold by competitive written bid.
5.2.8 Donations of Property. The Town Administrator may transfer property, including
recyclable or reclaimed materials, without payment or only nominal payment without
competitive bids to another public agency or recognized non-profit activity which is
certified to receive Federal surplus property, subject to the following:
a. A determination has been made that the property is not needed for other public
purposes and that its economic value has been expended by the Town;
b. It will be transferred to the public agency or non-profit corporation for the express
purposes of providing the public services the entity provides;
c. If the property has a current market value of $250 or more, the donation or sale
shall: Be approved by the Town Manager; be documented by the Finance Director to
be clearly in the public interest; and be determined by the Town Manager and
Finance Director that this is the most efficient and cost-effective method for
disposing of the property.
d. The Finance Department shall maintain a record of all transfers, donations, or sales
authorized by this section, according to the Colorado Municipal Records Retention
schedule.
5.2.9 Asset Depreciation. General Accepted Accounting Principles (GAAP) require that capital
assets be depreciated. Depreciation is the systematic and rational allocation of the
historical cost of a capital asset over its useful life. The estimated useful life assigned to
a capital asset will directly affect the amount of depreciation expense reported each
period in an accrual-based operating statement.
5.2.10 Depreciation Method. Capital assets are depreciated using the Straight-line depreciation
method. Straight line depreciation spreads deprecation expenses evenly across an
asset's useful life. The useful life of an asset is the number of years the company
expects the asset to last. The useful life of an item will be periodically reviewed. In the
event an asset is disposed of prior to being fully depreciated, the net book value is
realized as a loss to revenue.
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SECTION 6 GRANTS
The purpose of this section is to develop, implement, and maintain meaningful grant oversight and
coordination for the Town thereby increasing grant related revenue, limiting the Town's exposure for
grant related legal liability, and improving the efficiency and impact of programs and services funded
through grants.
Grant funds received by the Town support important programs and services that the Town provides to
the community including: public safety, recreation, homeland security, infrastructure improvements,
among others.
6.1 Conflict of Interest
No employee or official of the Town shall have any interest, financial or otherwise, direct or
indirect, or have any arrangement concerning prospective employment that will, or may be
reasonably expected to, bias the design, conduct, or reporting of a grant-funded project on which
he or she is working.
It shall be the responsibility of the Grant Project Manager for each particular grant-funded
project to ensure that in the use of project funds, officials or employees of the Town and
nongovernmental recipients or sub-recipients shall avoid any action that might result in, or create
the appearance of:
a. Using his or her official position for private gain;
b. Giving preferential treatment to any person or organization;
c. Losing complete independence or impartiality;
d. Making an official decision outside official channels; and
e. Affecting adversely public confidence in the grant-funded program in particular and the
Town in general.
6.2 Roles and Responsibilities
Town Departments and their staff that occupy positions of responsibility with respect to grant
activity have specific roles and responsibilities that they shall perform and uphold both ethically
and in the best interests of the Town.
6.2.1 Town Administrator. The Town Administrator has sole responsibility for approving all
grant applications not requiring legislative body approval and executing all grant
contracts and agreements for grant awards approved by the Town Board.
6.2.2 Finance Department. The Finance Department is responsible for general oversight of the
Town's grant activities. All grant activity must be routed through the Finance
Department including receipt and deposit of grant-related funds and requests for
expenditure of funds. Grant applications and/or grant status reports often require the
signature of the "Finance Officer" or similar title representing the Town's senior
financial authority. In these cases the name and requested information of the Finance
Officer or designee shall be provided. The Finance Officer or designee shall review all
grant applications prior to submission to ensure that any match required by the Town is
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available. The Finance Department is responsible for setting up project accounts to track
revenues and expenditures prior to any funds being encumbered or expended. Note:
Separate revenue and separate expense accounts or sub accounts shall be created for all
federal grants.
6.2.3 Town Attorney. Grant agreements are different from many other contracts in that there is
little or no negotiation involved. In the vast majority of circumstances, the Town will
either sign the agreement or decline the award. Despite the Town's lack of bargaining
power in this regard, it is nevertheless prudent to conduct a legal review of grant
agreements to ensure that all of the terms of the agreement are legally enforceable. The
Town Attorney shall review the terms and conditions of the award as needed.
6.2.4 Town Departments. Town Departments are responsible for all aspects of the grant
process including planning for grant acquisition, preparation and submitting grant
proposals, preparing resolution requests to accept funds, developing grant
implementation plans, managing grant programs, preparing and submitting reports to
grantors, and properly closing out grant projects, as detailed throughout this manual.
Department staff and Finance Department staff will maintain a close working
relationship, with respect to grant activity, to ensure a clear understanding of the project
status.
6.3 Grant Planning
Each Town Department that seeks grant funding shall monitor available grants and apply as
needed. Federal grants often require more extensive reporting requirements than state and local
grants. The anticipated cost of administering and implementing the grant should be compared to
the dollar benefit of the grant. The Department Head shall take the cost/ benefit analysis into
consideration when determining which grants to submit application requests.
6.4 Grant Award and Resolution
The Department receiving the grant award must prepare a memorandum summarizing the grant
information and submit to the Town Clerk for inclusion in the Town Board Packet. A grant
award letter and grant agreement must accompany the Resolution. The Resolution must include
language for a supplemental appropriation by the Board for inclusion in the year-end
supplemental appropriation Resolution.
6.5 Grant Implementation
Upon notification of a grant award, the recipient Department shall convene an implementation
planning process to include Department grant management, accounting staff, key project staff,
and any other key individuals. It is the Department's Head's responsibility to read each grant,
understand the requirements associated with the grant and ensure said requirements are met.
The following goals and objectives should be considered during the implementation planning
process: the project timeline, milestone events, an anticipated expenditure schedule, roles and
responsibilities, and takes into account grantor terms and conditions. Exceptions to this
requirement must be approved by the Town Administrator.
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6.6 File Management/Recordkeeping
All Town Departments shall maintain a file format for grant-related documents to include
separate sections for documents associated with application submittal, research, grant award
letters and documentation, financial tracking, and reports, with clear separation between fiscal
years unless otherwise directed by the grantor. The grantor's preferred file structure shall always
take precedence.
6.6.1 File Structure. All Department and master files associated with a grant award must
include the following five sections with clear separations between different fiscal years, unless
otherwise directed by the grantor:
a. Submittal (e.g., application guidance and a copy of the application)
b. Research (e.g., statistical and other information used in preparation of and support of the
grant)
c. Award (e.g., award letter, grant agreement, and anything else relating to the award such
as e-mail correspondence)
d. Finance (e.g., project set-up, new account set up (Federal grants), purchase orders,
invoices)
e. Reports (e.g., reports to granting entity and evaluation components)
6.6.2 File Retention. The Town maintains federal and state grant records for the duration of
the grant, plus seven (7) years after the end of the state fiscal year that includes the end
date of the grant. If any litigation, claim, negotiation, audit, or other action involving
records is in progress and/or the findings of a completed audit have not been resolved
satisfactorily, then records must be maintained beyond the seven-year period until such
issues are resolved.
6.7 Budget Modifications
Modifications to the budget associated with a grant-funded project in such a way that will alter
the grant amount or move funds from one budget line item to another, shall require prior
approval of the grantor or as per the grantor's terms and conditions.
If a need arises to modify the budget associated with the grant-funded project, the Grant Project
Manager must:
a. Request approval for the modification from the grantor. If the grantor provides verbal
approval, the recipient Department must follow-up with written verification by submitting hard
copies of the approval to the Finance Department.
b. Approval in writing from the grantor to move budget between line items must be provided to
the Finance Department, who will make the appropriate adjustment to the Project budget in the
financial system.
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6.8 Receipt of Funds
No funds shall be dispersed until a Resolution has been approved by the Town Board and the
Finance Department has established a Project number and has created a separate revenue and
expense account for grant tracking (Federal grants).
Monies received are conveyed to the Town in different ways. In order to prepare and plan for the
successful management, identification of the "type of money transfer" must be made. The three
types of money transfers are (1) Electronic Transfers, (2) Reimbursement, and (3) Lump Sum.
All grant award money transfers are coded as revenue, and categorized as to funding source; i.e.
Federal, state, or other. In all cases, requests for reimbursement to the granting entity must be
authorized in advance by the Finance Department.
6.9 Procurement
All procurement activity associated with grant-funded projects shall follow the procedures
outlined in Section 3, Purchasing, of the Town's Financial Policies and Procedures Manual, as
well as the grant requirements, whichever is more restrictive.
Payment of invoices concerning the grant project shall have recorded the proper grant number,
grant expenditure account, grant project identifier, signature of the Project Director (as identified
in the application), and date approved for payment. Invoice payment may be delayed if the
information is incomplete.
6.10 Program Income
All program income resulting from a grant-funded project or program shall be managed and
maintained as established in the award letter, grant agreement, contract, special conditions, or
other document generated by the granting entity.
6.11 Reporting
Recipient Departments shall prepare accurate reports as required by the grantor. Recipient
Departments shall prepare all required reports. All financial reports and reimbursement requests
must be reviewed by the Finance Officer or designee prior to submission to the grantor.
6.12 Documentation
A copy of any and all documentation associated with the grant must be given to the Finance
Department. (ie: grant application, requests for reimbursements, award letters or correspondence
via e-mail or other, etc.)
6.13 Grant Oversight
During the grant period of any grant received by the Town, the Finance Department may review
the files associated with the grant and the project or program it funds.
The Policies and Procedures contained herein shall become effective immediately upon the
signature of the Town Administrator.
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The Policies and Procedures contained herein shall become effective immediately upon the
signature of the Town Administrator.
TOWN OF ESTES PARK
________________________________
Town Administrator
Date: _________________
PUBLIC WORKS Memo
To: Honorable Mayor Koenig
Board of Trustees
Through: Town Administrator Machalek
From: Robert Schumaker, Facilities and Parks Manager
Greg Muhonen, PE, Public Works Director
Date: February 13, 2024
RE: Resolution 08-24 Adopting the Town of Estes Park Americans with
Disabilities Self-Evaluation and Transition Plan
(Mark all that apply)
PUBLIC HEARING ORDINANCE LAND USE
CONTRACT/AGREEMENT RESOLUTION OTHER______________
QUASI-JUDICIAL YES NO
Objective:
Public Works staff seek Town Board adoption of the Town of Estes Park Americans with
Disabilities Act Self-Evaluation and Transition Plan (ADA-TP).
Present Situation:
The ADA became effective in July 1990. It sets forth regulations intended to eliminate
discrimination against individuals with disabilities, and applies to all state and local
governments. Under Title II of the ADA, public entities are required to perform a self-
evaluation of their current services, policies, and practices regarding accessibility.
Furthermore, a public entity that employs 50 or more people is required to maintain on
file, update, and make available the ADA-TP for public inspection. The Town of Estes
Park’s current ADA-TP, originally created and adopted in 1992, evaluated non-
conformities in 25 Town buildings, parking lots, and trails.
In 2020, the Town Board’s Strategic Plan included an objective to update the TP. The
self-assessment of many of the Town’s buildings was started by Public Works (PW)
Facilities Division staff, but was not completed.
In late 2022, staff hired Mile High Accessibility Consultants, Inc. to complete the
assessments of 16 publicly-accessed Town buildings and evaluate the compliance
status of Town parks, playgrounds, parking lots, streets, transit stops, and on-street
parking areas.
A public meeting was held on November 9, 2023, for the public to review the ADA-TP
and provide comments to Town staff and consultants regarding ADA accessibility needs
in the community. This meeting, which was advertised in advance in local newspapers
and on the Town’s communication platforms, was ultimately attended by Town staff and
one resident. The presentation delivered an overview of the ADA-TP and invited
questions and comments; no input or comments were offered at the meeting or through
the concurrent online survey opportunity. A video recording of the public meeting can be
viewed at https://www.youtube.com/watch?v=Wlwvz4RAIa0. Future feedback on the
ADA-TP can also be provided through the Town website at
https://estespark.colorado.gov/ada.
This ADA-TP document will guide our PW teams in making the infrastructure
modifications necessary to achieve ADA compliance.
Proposal:
The ADA-TP and the supporting technical data are proposed for adoption by the Town
Board. The plan is presented in three sections: Facilities, Parks, and Rights of Way.
Each of these sections identifies improvements necessary to comply with the ADA Title
II (Public Services) standards. These improvements are prioritized as High, Medium, or
Low priority work elements that will be reviewed annually to guide updates to the Capital
Improvement Plan and budgeting to remedy the identified Title II violations.
Advantages:
• Adopting and implementing the corrective work demonstrates the Town’s
commitment to mobility and meeting Federal and State ADA requirements while
protecting the Town from ADA-related litigation and potential loss of Federal
funding.
• Timely delivery of compliant, accessible buildings, parks, and rights of way.
infrastructure increases access for a broader range of our residents and guests.
• A commitment to annual review of the ADA-TP allows the opportunity to build
and refine the plan according to evolving ADA requirements.
Disadvantages:
• Updating the ADA-TP and coordinating the necessary repairs is an expensive
endeavor that could potentially divert financial resources and Facilities staff time
away from the Town’s currently outstanding projects and operations; however,
correction of many high priority items in the Facilities and Parks categories can
be completed by existing staff within 12 months.
Action Recommended:
Public Works staff recommend adopting the Town of Estes Park ADA Self-Evaluation
and Transition Plan.
Finance/Resource Impact:
The ADA-TP estimates that the correction of 1,287 High, Medium, and Low priority
deficiencies will cost $3,900,820. This initiative will impact multiple PW Divisions for
decades. The number of findings and cost estimate for each main section is as follows:
Removal of ADA barriers in the Town’s public infrastructure will require provision of new
funding and staff resources over many years. The timeliness and magnitude of the
corrective work need to be evaluated annually during the budgeting process.
Level of Public Interest
The public interest in this topic is low. On November 9, 2023, a public meeting was held
in Town Hall to collect input from the community regarding the draft ADA-TP. The
meeting was attended by Town staff and only one non-employee.
Sample Motion:
I move for approval/denial of Resolution 08-24.
Attachments:
1. Resolution 08-24
2.Mile High Accessibility Consultants, Inc. Town of Estes Park ADA Self-Evaluation
and Transition Plan LINK
3.Building & Parking Survey LINK
4.Parks & Playgrounds Survey LINK
5.Right of Way & Parking Survey LINK
6.Transit Stops & On-street Parking Survey LINK
RESOLUTION 08-24
ADOPTING THE TOWN OF ESTES PARK AMERICANS WITH DISABILITIES SELF-
EVALUATION AND TRANSITION PLAN
WHEREAS, A public meeting was held in the Town Board Room on November 9,
2023 at 6:00 pm for the public to review the TP and give comments to the Town staff and
consultants regarding ADA accessibility needs in our community. This meeting was
advertised in advance in the local newspapers and on the Town website. The
presentation delivered an overview of the TP and included an opportunity for the public
to ask questions or make comments about the TP. This meeting was attended by Town
staff and one resident. There was no input or comments asked in the meeting or through
the concurrent online survey opportunity. A video recording of the public meeting can be
viewed at https://www.youtube.com/watch?v=Wlwvz4RAIa0.
WHEREAS, the Town Board desires to Adopt the Town of Estes Park Americans
with Disabilities Self-Evaluation and Transition Plan. For the purpose of meeting Federal
and State ADA requirements while protecting the Town from ADA-related litigation and
potential loss of Federal funding.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF
THE TOWN OF ESTES PARK, COLORADO:
The Board hereby adopts the plan referenced in the title of this resolution in
substantially the form now before the Board.
DATED this day of , 2024.
TOWN OF ESTES PARK
Mayor
ATTEST:
Town Clerk
APPROVED AS TO FORM:
Town Attorney
ATTACHMENT 1
Prepared By :
ADA Self-Evaluation
and Transition Plan
Table of Contents
EXECUTIVE SUMMARY ....................................................................................................................................... 1
ADA SELF-EVALUATION AND TRANSITION PLAN OVERVIEW ............................................................................... 6
ESTES PARK ADA SELF-EVALUATION AND TRANSITION PLAN SCOPE ................................................................... 6
ADA SURVEYS OF ESTES PARK OWNED BUILDINGS AND PARKS ........................................................................... 8
SURVEY OF ESTES PARK OWNED PUBLIC RIGHTS-OF-WAY ................................................................................ 20
TRANSIT STOPS / ON-STREET PARKING FINDINGS SUMMARY REPORTS ............................................................ 27
CONCLUSION ................................................................................................................................................... 28
APPENDIX A: ADA DEFINITIONS ....................................................................................................................... 29
APPENDIX B: GLOSSARY OF TERMS .................................................................................................................. 35
APPENDIX C: ADDITIONAL REPORTS ................................................................................................................ 37
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Executive Summary
Town of Estes Park
The Town of Estes Park (Town) is a statutory town in Larimer County, Colorado. U.S. Census population
estimates as of July 1, 2022, is 5,862. The 2021 Census update identified approximately 11.2 % of Estes
Park’s population as with a disability, under age 65 years.
Introduction to the Americans With Disabilities Act
More than 61 million Americans have disabilities. This represents 26% of the U.S. population or 1 in 4
Americans. People with disabilities in Estes Park, like all Americans, participate in a variety of programs,
services, and activities provided by the Town. This includes many people who became disabled while serving
in the military. Additionally, by the year 2030, approximately 71.5 million baby boomers will be over age 65 and
will need services and surroundings that meet their age-related physical needs.
People with disabilities have often been excluded from enjoying basic civic activities like using public
transportation, serving on a jury, voting, seeking refuge at an emergency shelter, or simply attending their
child’s or grandchild’s school events. The Americans with Disabilities Act (ADA) is a federal civil rights law that
prohibits discrimination against people with disabilities. Under the ADA, people with disabilities are entitled to
all the rights, privileges, advantages, and opportunities that others have when participating in civic activities.
The Americans with Disabilities Act became effective on July 26, 1990, and it extended legislation intended to
eliminate discrimination against individuals with disabilities in federally funded facilities under the Rehabilitation
Act to all activities of State and local governments regardless of whether these entities receive federal financial
assistance. It provides for equal access and equal opportunities for individuals with disabilities to participate in
programs, services, and activities provided by public entities such as those offered by the Town of Estes Park.
The ADA is divided into five sections, which are referred to as titles.
1. Employment (Title I)
Title I requires covered employers to provide reasonable accommodations for applicants and employees with
disabilities and prohibits discrimination based on disability in all aspects of employment. Reasonable
accommodation includes, for example, restructuring jobs, making worksites and workstations accessible,
modifying schedules, providing services such as interpreters, and modifying equipment and policies.
2. Public Services (Title II)
Under Title II, public services (which include State and local government agencies) cannot deny services to
people with disabilities or deny participation in programs or activities that are available to people without
disabilities. In addition, public transportation systems, such as public transit buses, must be accessible to
individuals with disabilities.
3. Public Accommodations (Title III)
Public accommodations include facilities such as restaurants, hotels, grocery stores, retail stores, etc., as well
as privately owned transportation systems. Title III requires that all new construction and modifications must be
accessible to individuals with disabilities. For existing facilities, barriers to services must be removed if readily
achievable.
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4. Telecommunications (Title IV)
Telecommunications companies offering telephone service to the public must have telephone relay service to
individuals who use telecommunication devices for the deaf (TTYs) or similar devices.
5. Miscellaneous (Title V)
This title includes a provision prohibiting either (a) coercing or threatening or (b) retaliating against individuals
with disabilities or those attempting to aid people with disabilities in asserting their rights under the ADA. The
US Department of Justice (DOJ) revised its regulations implementing the ADA in September 2010. The new
rules clarify issues that arose over the previous 20 years and contain new requirements, including the 2010
ADA Standards for Accessible Design (2010 Standards). This document provides general guidance to assist
State and local governments in understanding and complying with the ADA's requirements.
For more comprehensive information about specific requirements, Estes Park officials and residents can
consult the ADA title II regulations, the 2010 ADA Standards for Accessible Design, and the Department of
Justice ADA technical assistance publications.
ADA and its Relationship to Other Laws
Title II of the ADA is companion legislation to two previous federal statutes and regulations, the Architectural
Barriers Act (ABA) 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.
Federal Accessibility Requirements
The US Access Board was established by section 502 of the Rehabilitation Act of 1973 (Rehab Act). The
Board consists of 25 total members, 13 of which are appointed by the President from the public and which
must be individuals with disabilities. The remaining 12 members are the heads of 12 federal departments and
agencies specified by statute, including the heads of the DOJ and the Department of Transportation (DOT).
Originally, the Access Board was established to develop and maintain accessibility guidelines for facilities
designed, constructed, altered, or leased using federal funds under the Architectural Barriers Act of 1968
ABA). The passage of the ADA in 1990 expanded the Access Board’s responsibilities to “issue minimum
guidelines that shall supplement the existing Minimum Guidelines and Requirements for Accessible Design 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”.
The DOJ issues and enforces accessibility standards applicable to facilities subject to ADA title II that are
consistent with the ‘‘minimum guidelines’’ issued by the Access Board.
The Access Board began revising their 1990 standards in 1994 by establishing an advisory committee
composed of members of the design and construction industry, the building code community, and State and
local government entities, as well as individuals with disabilities. In 1998, the Access Board added specific
guidelines on State and local government facilities and building elements designed for use by children. Other
updates to the 1990 ADA Standards have been made with the final version being compiled in the 2004
ADA/ABA Guidelines. The 2004 ADA/ABA Guidelines were the culmination of a long-term effort to facilitate
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ADA compliance by eliminating inconsistencies among federal accessibility requirements (ADA & ABA
Standards) and between federal accessibility requirements and State and local building codes. In support of
this effort, the US DOJ amended its regulation implementing title II and adopted standards consistent with
2004 ADA/ABA Guidelines, naming them the 2010 ADA Standards for Accessible Design.
On March 15, 2011, the final rule on the 2010 ADA Standards for Accessible Design became effective to revise
the 1990 regulations that implement title II of the ADA that prohibit discrimination based on disability in State
and local government services. The final rule was issued to adopt enforceable accessibility standards under
the ADA that are more consistent with the minimum guidelines and requirements issued by the Access Board,
and to update or amend certain provisions of the title II regulation so that they better reflect the Department’s
legal and practical experiences in enforcing the ADA since 1991. These new regulations provide a higher
degree of clarity to State and local agencies who put forth the effort to comply with the spirit and intent of the
ADA.
ADA Self-Evaluation and Transition Plan Requirements
Title II of the ADA applies to all State and local governments and all departments, agencies, special purpose
districts, and other instrumentalities of State or local government (“public entities”). It applies to all programs,
services, or activities of public entities, from adoption services to zoning regulation. Title II entities that contract
with other entities to provide public services, such as non-profit organizations that operate drug treatment
programs, also have an obligation to ensure that their contractors do not discriminate against people with
disabilities.
Access to civic life by people with disabilities is a fundamental goal of the Americans with Disabilities Act. To
ensure that this goal is met, Title II of the ADA requires Estes Park to make its programs and services
accessible to people with disabilities. This requirement extends not only to physical access at Estes Park
government facilities, programs, and events but also to policy changes that Estes Park must make to ensure
that all people with disabilities can take part in, and benefit from, Estes Park programs and services. In
addition, Estes Park must ensure effective communication including the provision of necessary auxiliary aids
and services so that individuals with disabilities can participate in Estes Park civic activities.
ADA Title II Exceptions
Title II requires State and local governments to ensure that all their programs, services, and activities, when
viewed in their entirety, are accessible to people with disabilities. Program access is intended to remove
physical barriers to government services, programs, and activities, but it generally does not require that a State
and local government make each facility, or each part of a facility, accessible. For example, each restroom in a
facility need not be made accessible. However, signage directing people with disabilities to the accessible
features and spaces in a facility should be provided. Program accessibility may be achieved in a variety of
ways. State and local governments may choose to make structural changes to existing facilities to achieve
access. State and local governments can also pursue alternatives to structural changes to achieve program
accessibility. For example, governments can move public meetings to accessible buildings and can relocate
services for individuals with disabilities to accessible levels or parts of buildings. When choosing between
possible methods of program accessibility, governments must give priority to the choices that offer services,
programs, and activities in the most integrated setting possible. In addition, all newly constructed State and
local government facilities must be fully accessible to people with disabilities.
When programs, services, or activities are in Town facilities, Estes Park must make sure that they are also
available to people with disabilities, unless to do so would fundamentally alter a program, service, or activity or
result in undue financial or administrative burdens. When a service, program, or activity is in a building that is
not accessible, Estes Park can achieve program accessibility in several ways. It can:
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Relocate the program or activity to an accessible facility.
Provide the activity, service, or benefit in another manner that meets ADA requirements.
Make modifications to the building or facility to provide accessibility.
Historic Significance
The ADA does not require anything that impacts the historic significance of historic property.
Historically significant facilities are those facilities or properties that are listed or eligible for listing in the
National Register of Historic Places or properties designated as historic under State or local law. Structural
changes to these facilities that would threaten or destroy the historical significance of the property or would
fundamentally change the program being offered at the historic facility need not be undertaken. Nevertheless,
a State or local government must consider alternatives to structural changes in these instances, including
using audio-visual materials to depict the inaccessible portions of the facility and other innovative solutions.
Technically Infeasible
The ADA defines technically infeasible as “something that has little likelihood of being accomplished because
existing structural conditions would require removing or altering a load-bearing member that is an essential
part of the structural frame or because other existing physical or site constraints prohibit modifications or
additions that comply fully with the Standards.”
Programs and Services Viewed in Their Entirety
Title II of the ADA does not require all facilities to be accessible. Programs must be accessible when “viewed in
their entirety”. A key concept is that public programs and services, when viewed in their entirety, must be
accessible to people with disabilities but not all facilities must necessarily be made accessible. For example, if
a city or town has multiple public swimming pools and limited resources, it can decide which pools to make
accessible based on factors such as the geographic distribution of the sites, the availability of public
transportation, the hours of operation, and the programs offered at each site so that the swimming program is
accessible to and usable by people with disabilities.
Fundamental Alteration of a Service or Program
A fundamental alteration is a modification that is so significant that it alters the essential nature of the goods,
services, facilities, privileges, advantages, or accommodations offered. If a public entity can demonstrate that
the modification would fundamentally alter the nature of its service, program, or activity, it is not required to
make the modification.
Example: If a city or town requires a 12-foot setback from the curb in the central business district, it may be
reasonable to grant a 3-foot variance for a store wishing to install a ramp at its entrance to meet its ADA
obligations. If the setback is smaller and the ramp would obstruct pedestrian traffic, granting the variance may
fundamentally alter" the purpose of the public sidewalk.
Undue Financial and Administrative Burden
An undue burden is described as requiring significant difficulty or expense to make a service or program
accessible to people with disabilities. While it is rare that the Town may not be able to provide program access,
there are some instances where it is permissible under the ADA. Program access does not require each facility
to be made physically accessible in all instances. However, physical accessibility is a requirement for new
facilities intended to provide Town programs. The Town is not required to incur an undue financial or
administrative burden. If a public entity believes that a modification to a service or program to achieve
accessibility would fundamentally alter the service or program or would result in an undue burden, the public
entity has the burden of proving that it would result in a fundamental alteration of the service or an undue
burden. That decision must be made by the head of the public entity or his or her designee after considering all
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the resources available for use in the funding and operation of the service program or activity and must be
accompanied by a written statement of the reasons for reaching that decision. Even if there is a conclusion of
undue burden, the Town will still need to perform all other remediations that would not result in an undue
burden but would improve accessibility to the maximum extent possible.
ADA Requirements for the Town of Estes Park
Under Title II, Estes Park 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.
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.
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.
May not provide services or benefits to individuals with disabilities through programs that are separate
or different unless the separate or different measures are necessary to ensure that benefits and
services are equally effective.
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.
Must designate at least one responsible employee to coordinate ADA compliance. This person is
typically referred to as the ADA Coordinator. The public entity must provide the ADA Coordinator's
name, office address, email address, and telephone number to all interested individuals.
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 people. The notice must include the identification of the employee
serving as the ADA Coordinator and must provide this information on an ongoing basis.
Must establish a grievance procedure. Public entities must adopt and publish grievance procedures
providing for prompt and equitable resolution of complaints. 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.
Title II of the ADA and its related federal Equal Employment Opportunity Commission (EEOC), DOJ, and DOT
regulations link the concepts of discrimination and access which include physical access and program access.
Physical Access
Physical access requires a facility to be free of barriers preventing participation. Barriers are any obstacles that
prevent or restrict access or use of a facility, right-of-way, or park amenity as identified in ADA Title II, Section
35.1492.
Program Access
Program access is defined by ADA Title II, Section 35.150(a)3. It may include physical accessibility, but also
covers policies, practices, communications, and procedures. Program access requires that individuals with
disabilities be provided an equally effective opportunity to participate in, or benefit from, programs and
services. Program access may be achieved by either structural or non-structural methods. Non-structural
methods include acquisition or redesign of equipment, assignment of auxiliary aids and assistance, or
provision of services at alternate sites. In general, both may be utilized to ensure program access. Program
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access includes advertisement, orientation, eligibility, participation, testing or evaluation, physical access,
provision of auxiliary aids, transportation, policies, and communication.
Designation of Responsibility
In accordance with 28 CFR 35.107(a), Estes Park has designated the following person to serve as ADA Title II
Coordinator, to oversee the Town's policies and procedures:
Name: Robert Schumaker
Title: Facilities & Parks Manager and ADA Coordinator
Phone: (970) 577-3576
Email: rschumaker@estes.org
Address: 170 MacGregor Ave, Estes Park, CO 80517
ADA Self-evaluation and Transition Plan Overview
Under Title II of the ADA, public entities are required to perform a self-evaluation of their current services,
policies, and practices regarding accessibility. The goal of the self-evaluation is to verify that, in managing its
programs and facilities, Estes Park is providing accessibility and not adversely affecting the full participation of
individuals with disabilities.
The intent of the ADA self-evaluation is to review Estes Park’s entire public program, including all facilities on
public property and within public rights-of-way and to identify any obstacles or barriers to accessibility that
need to be addressed. The general categories of items to be evaluated include:
Communications, information, and facility signage.
Building Facilities including offices, parks, garages, and other types of buildings.
Pedestrian Facilities (Pedestrian Circulation Routes / Pedestrian Access Routes) including sidewalks,
curb ramps, bicycle/pedestrian trails, and traffic control signals that are located within Estes Park’s
rights-of-way.
Public entities are required to provide an opportunity for interested people, including individuals with disabilities
or organizations representing individuals with disabilities, to participate in the self-evaluation process by
submitting comments.
Furthermore, a public entity that employs 50 or more people is required, for at least three years following the
completion of the self-evaluation, to maintain on file and make available for public inspection:
A list of the interested people consulted.
A description of areas evaluated, and any problems identified.
A description of any modifications made.
Estes Park ADA Self-evaluation and Transition Plan Scope
With the help of Mile High Accessibility Consultants (MHAC), the Town of Estes Park has undertaken a
comprehensive evaluation of facilities, parks, and the public right-of-way to determine the extent to which
individuals with disabilities may be restricted in their access to Town services and activities. Additionally, Estes
Park employees reviewed many Town facilities while MHAC surveyed the Town’s parks and the public right-of-
way.
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This document describes the process developed to complete the evaluation of the Town’s facilities, parks, and
public rights-of-way and presents a Transition Plan for the modification of facilities, parks, and public rights-of
way to ensure accessibility. This will help guide the planning and implementation of necessary program and
facility modifications over the next 10 years. The ADA Self-evaluation and Transition Plan is significant in that it
establishes the Town’s ongoing commitment to the development and maintenance of policies, programs, and
facilities that include all the Estes Park community.
Public Outreach
Public input is crucial for the self-evaluation and transition plan process. The ADA regulation requires that
State and local governments provide an opportunity for people with disabilities, and other interested individuals
or organizations, to review and comment on the self-evaluation and transition plan. This allows for people with
disabilities and organizations to contribute to the process of generating accessibility solutions that are more
effective and creative. Also, involving the public enhances the accountability of the self-evaluation and
transition plan process and helps ensure the prudent use of public resources that are limited. One of the most
important benefits of public input is that it can help the Town prioritize the removal of barriers to accessibility
that are highly significant to the public.
Mile High Accessibility encourages the representation of a diverse range of people with disabilities when
possible. This includes people that have physical, visual, hearing, speech, intellectual, learning, behavioral
health, and other disabilities, and the organizations that represent people with these disabilities.
A public meeting was held in the Town Board Room on November 9, 2023, at 6:00 pm for the public to review
the ADA Transition Plan and give comments to the Town staff and consultants regarding ADA accessibility
needs in our community. This meeting was advertised in advance in the local newspapers and on the Town
website. The presentation delivered an overview of the ADA Transition Plan and included an opportunity for
the public to ask questions or make comments about the ADA Transition Plan. This meeting was attended by
Town staff and one resident. There was no input or comments asked in the meeting or through the concurrent
online survey opportunity. A video recording of the public meeting can be viewed at
https://www.youtube.com/watch?v=Wlwvz4RAIa0. Future feedback on the ADA Transition Plan can also be
provided through the Town website at https://estespark.colorado.gov/ada. The ADA Transition Plan document
will give our Public Works teams guidance for infrastructure modifications necessary to achieve ADA
compliance.
Transition Plan Management
This Transition Plan is a living document that will continue to be updated as conditions within the Town evolve.
The initial schedule is to formally review the complete document (main body and appendices) at least once a
year, to identify any need for updates. Updates to the appendices or attachments may be made more
frequently as needed. Any substantive updates to the main body of this document should include a public
comment period to continue the Town's public outreach efforts.
The Town of Estes Park recognizes that ADA compliance is an ongoing responsibility which will require
monitoring to discover future accessibility issues that may be encountered. For example, facilities that currently
meet ADA requirements could fall out of compliance in the future due to factors such as damage, disrepair, or
changes within public rights-of-way that could create new accessibility obstacles. Therefore, the ADA
Coordinator will establish an on-going monitoring/inspection program or process to ensure that facilities
continue to comply with ADA requirements. Town employees are also encouraged to report any accessibility
concerns or deficiencies that they may come across.
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ADA Surveys of Estes Park Owned Buildings and Parks
Estes Park facilities were surveyed by Town employees. MHAC thoroughly reviewed the database and made
revisions to conform with the 2010 ADA Standards. MHAC incorporated the Estes Park database into its
database format and added cost estimates for each finding.
Mile High Accessibility Facilities and Parks Survey Methodology
MHAC used tablet-based technology for facilities, parks, and public right-of-way surveys, data analysis, and
reporting. MHAC has provided Site Accessibility Evaluation Reports for each park surveyed along with an
Excel ADA Transition Plan Database which is fully searchable and filterable.
Mile High Accessibility surveys facilities for the following for compliance with the ADA:
Accessible Routes Site Elements Built-In Elements
Entrance • Parking Spaces • Signage
Parking Facility • Access Aisles • Fire Alarm Systems
Walkways • Passenger Loading Zones • Assistive Listening Devices
Doors • Stairways • Work Surfaces
Doorways • Handrails • Service Counters
Curb Ramps • Ramps • Elevators
Plumbing Elements Special Rooms and Spaces Accessibility Elements
Drinking Fountains • Exhibit Areas • Turning Space
Restrooms • Break Rooms • Clear Floor Space
Water Closets • Reception Areas • Changes in Level
Toilet Compartments • Conference Rooms • Reach Ranges
Urinals • Auditoriums • Operable Parts
Lavatories and Sinks • Meeting Rooms • Protruding Objects
Grab Bars • Knee and Toe Clearance
Recreation Facilities
Play Areas • Picnic Facilities
Sports Fields and Courts • Swimming Areas
Seating • Shelters
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Facility and Park Prioritization
MHAC assigns a priority of 1 to 3 for each accessibility barrier discovered. The prioritization process is
essential so Estes Park can determine what needs to be remediated immediately and what can be delayed
until a future date. MHAC priorities are based on the following:
Priority 1 – High:
Should be completed within 12 months. Includes findings that have little or no cost, were in violation of the
codes at the time of construction, pose an imminent safety threat, or would remove barriers to the greatest
number of people to the Town’s programs and services.
Priority 2 – Medium:
Should be completed within 24 months to 36 months. Includes barriers that have a lower budgetary impact on
the Town in relationship to the degree of access provided and that impede access to higher numbers of people
with disabilities. It also includes barriers that are a technical violation that is difficult and costly to remediate and
may not result in providing greater access to people with disabilities. Includes findings that create a moderate
to minimal impact on accessibility compared to the cost of the remediation.
Priority 3 – Low:
Includes accessibility barriers in employee only spaces. These barriers should be addressed when any
employee with a disability requests reasonable accommodations within the employee only space.
Probable Construction Costs (Cost Estimates)
A probable construction cost estimate range to remediate each barrier was included in MHAC reports and
databases. The cost estimate range is based on 2023 dollars.
As a high-level summary, the cost estimate for each priority type across all surveyed areas is as follows:
TOTAL ADA FINDINGS (High-Cost Estimates in 2023 Dollars)
Location Type High Priority Medium Priority Low Priority
Findings Cost Findings Cost Findings Cost
Facilities 199 $23,995 255 $438,870 20 $13,150
Parks 62 $8,050 39 $110,650 0 $0
Right-of-way 282 $876,745 392 $2,358,010 4 $400
Transit Stops 5 $1,600 25 $37,600 0 $0
On-street Parking 0 $0 4 $21,500 0 $0
Totals 548 $910,390 715 $2,966,630 24 $13,550
Facilities and Parks Transition Plan Databases
The Town’s Park Facilities and Parks ADA Transition Plan Databases documents facility findings in several
formats that allow Town staff a straightforward plan that prioritizes a path to compliance.
Each facility and park finding is addressed with a prioritized recommendation that will rectify the barrier. The
Transition Plan Database contains:
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Finding Number • 2010 ADA Standards Citations
Area Description • Barrier Priority
Latitude and Longitude Coordinates • Cost Estimate Range
Finding Description • Status of Finding (Open/Noncompliant, or Compliant)
As-built Condition • Photograph of Finding
Recommendation and Specifications for Barriers Notes
FACILITIES ADA FINDINGS SUMMARY
LOCATION
ADA
FINDINGS
HIGH
PRIORITY
MED
PRIORITY
LOW
PRIORITY
Broadband Building – 1180 Woodstock Drive 14 9 5 0
Dekker Power – 615 Elm Rd 29 13 16 0
Fairgrounds – 1125 Rooftop 160 72 85 3
Hydroplant Museum – 1750 Fish Hatchery Rd 21 8 10 3
Moraine Ave Restroom – 215 Moraine Ave 17 5 12 0
Museum – 200 4th St 33 14 18 1
Museum Annex – 220 4th St 14 8 6 0
O’Connor Pavilion – 1700 Fish Hatchery Rd 11 4 7 0
Parking Structure 1 – 691 North St. Vrain Ave 8 7 1 0
Town Hall – 170 MacGregor Ave 103 29 62 12
Transit Hub Shelter – 1209 Manford Ave 12 4 8 0
Visitor Center – 500 Big Thompson Ave 47 23 23 1
Water Shop – 1360 Brooke Dr 5 3 2 0
TOTAL FINDINGS 474 199 255 20
2023 Dollars Cost Estimates $23,995 $438,870 $13,150
11
COST TO REMEDIATE FACILTIES FINDINGS IN 2023 DOLLARS
Cost Estimate Range
of Findings Low High
Priority:
High 199 $15,170 $23,995
Medium 255 $308,690 $438,870
Low 20 $8,580 $13,150
TOTAL FINDINGS 474 $332,440 $476,015
Facility ADA Findings Summary Reports
BROADBAND BUILDING
Cost Estimate Range
of Findings Low High
Priority:
High 9 $175 $250
Medium 5 $2,900 $3,900
Low 0 $0 $0
TOTAL FINDINGS 14 $3,075 $4,150
DEKKER POWER AND COMMUNICATION
Cost Estimate Range
of Findings Low High
Priority:
High 13 $575 $925
Medium 16 $13,795 $21,610
Low 0 $0 $0
TOTAL FINDINGS 29 $14,370 $22,535
12
FAIRGROUNDS
Cost Estimate Range
of Findings Low High
Priority:
High 72 $4,150 $6,875
Medium 85 $84,910 $119,480
Low 3 $750 $1,150
TOTAL FINDINGS 160 $89,810 $127,505
HYDROPLANT MUSEUM
Cost Estimate Range
of Findings Low High
Priority:
High 8 $3,450 $4,700
Medium 10 $11,515 $20,970
Low 3 $2,000 $3,700
TOTAL FINDINGS 21 $16,965 $29,370
MORAINE AVENUE RESTROOM
Cost Estimate Range
of Findings Low High
Priority:
High 5 $2,200 $3,000
Medium 12 $16,250 $20,950
Low 0 $0 $0
TOTAL FINDINGS 17 $18,450 $23,950
13
MUSEUM ANNEX
Cost Estimate Range
of Findings Low High
Priority:
High 8 $25 $30
Medium 6 $7,700 $11,600
Low 0 $0 $0
TOTAL FINDINGS 14 $7,725 $11,630
MUSEUM
Cost Estimate Range
of Findings Low High
Priority:
High 14 $400 $650
Medium 18 $14,340 $22,120
Low 1 $1,000 $1,500
TOTAL FINDINGS 33 $15,740 $24,270
O’CONNOR PAVILLION
Cost Estimate Range
of Findings Low High
Priority:
High 4 $95 $120
Medium 7 $6,850 $10,700
Low 0 $0 $0
TOTAL FINDINGS 11 $6,945 $10,820
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PARKING STRUCTURE 1
Cost Estimate Range
of Findings Low High
Priority:
High 7 $400 $575
Medium 1 $1,500 $2,500
Low 0 $0 $0
TOTAL FINDINGS 8 $1,900 $3,075
TOWN HALL
Cost Estimate Range
of Findings Low High
Priority:
High 29 $2,750 $5,220
Medium 62 $103,785 $140,980
Low 12 $4,530 $6,300
TOTAL FINDINGS 103 $111,065 $152,500
TRANSIT HUB SHELTER
Cost Estimate Range
of Findings Low High
Priority:
High 4 $375 $600
Medium 8 $14,000 $19,000
Low 0 $0 $0
TOTAL FINDINGS 12 $14,375 $19,600
15
VISITOR CENTER
Cost Estimate Range
of Findings Low High
Priority:
High 23 $525 $975
Medium 23 $28,130 $39,040
Low 1 $300 $500
TOTAL FINDINGS 47 $28,955 $40,515
WATER SHOP
Cost Estimate Range
of Findings Low High
Priority:
High 3 $50 $75
Medium 2 $3,015 $6,020
Low 0 $0 $0
TOTAL FINDINGS 5 $3,065 $6,095
REMAINDER OF PAGE INTENTIONALLY LEFT BLANK
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PARKS ADA FINDINGS SUMMARY
LOCATION
ADA
FINDINGS
HIGH
PRIORITY
MED
PRIORITY
Birch Cabin – 355 MacGregor Avenue 0 0 0
Bond Park – 170 MacGregor Avenue 5 3 2
Baldwin Park – 271 Ivy Street 4 4 0
Centennial Open Space – East Wonderview Ave 7 5 2
Estes Park Playground – East Riverside Drive 25 17 8
George Hix Memorial – 111 East Riverside Drive 8 4 4
Mrs. Walsh’s Garden – West Elkhorn Avenue 3 2 1
Performance Park – 435 West Elkhorn Avenue 20 11 9
Thumb Open Space 2 1 1
Tregent Park – 219 West Elkhorn Avenue 25 14 11
Women’s Heritage Plaza – Riverside Drive 2 1 1
TOTALS 101 62 39
2023 Dollars Cost Estimates $8,050 $110,650
COST TO REMEDIATE PARKS FINDINGS IN 2023 DOLLARS
Cost Estimate Range
of Findings Low High
Priority:
High 62 $5,575 $8,050
Medium 39 $69,750 $110,650
TOTAL FINDINGS 101 $75,325 $118,700
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Park ADA Findings Summary Reports
BIRCH CABIN
Due to the location of Birch Cabin and the fact the cabin is on the Historic Registry list and rarely open to
public, we recommend providing a virtual tour on the Town's website of the cabin instead of providing an
accessible route to the cabin.
BOND PARK
Cost Estimate Range
of Findings Low High
Priority:
High 3 $900 $1,250
Medium 2 $1,000 $2,000
Low 0 $0 $0
TOTAL FINDINGS 5 $1,900 $3,250
BALDWIN PARK
Cost Estimate Range
of Findings Low High
Priority:
High 4 Maintenance Maintenance
Medium 0 $0 $0
Low 0 $0 $0
TOTAL FINDINGS 4 $0 $0
18
CENTENNIAL OPEN SPACE AT KNOLL WILLOWS
Cost Estimate Range
of Findings Low High
Priority:
High 5 $1,850 $2,550
Medium 2 $4,500 $7,000
Low 0 $0 $0
TOTAL FINDINGS 7 $6,350 $9,550
ESTES PARK PLAYGROUND
Cost Estimate Range
of Findings Low High
Priority:
High 17 $550 $825
Medium 8 $19,250 $32,500
Low 0 $0 $0
TOTAL FINDINGS 25 $19,800 $33,325
GEORGE HIX MEMORIAL AT RIVERSIDE PLAZA
Cost Estimate Range
of Findings Low High
Priority:
High 4 $825 $1,125
Medium 4 $4,500 $10,750
Low 0 $0 $0
TOTAL FINDINGS 8 $5,325 $11,875
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MRS. WALSH’S GARDEN
Cost Estimate Range
of Findings Low High
Priority:
High 2 $500 $750
Medium 1 $2,000 $3,000
Low 0 $0 $0
TOTAL FINDINGS 3 $2,500 $3,750
PERFORMANCE PARK
Cost Estimate Range
of Findings Low High
Priority:
High 11 $250 $400
Medium 9 $11,000 $15,650
Low 0 $0 $0
TOTAL FINDINGS 20 $11,250 $16,050
THUMB OPEN SPACE
Cost Estimate Range
of Findings Low High
Priority:
High 1 $50 $100
Medium 1 $1,500 $2,000
Low 0 $0 $0
TOTAL FINDINGS 2 $1,550 $2,100
20
TREGENT PARK
Cost Estimate Range
of Findings Low High
Priority:
High 14 $650 $1,050
Medium 11 $24,500 $35,750
Low 0 $0 $0
TOTAL FINDINGS 25 $25,150 $36,800
WOMEN’S HERITAGE PLAZA
Cost Estimate Range
of Findings Low High
Priority:
High 1 Maintenance Maintenance
Medium 1 $1,500 $2,000
Low 0 $0 $0
TOTAL FINDINGS 2 $1,500 $2,000
Survey of Estes Park Owned Public Rights-of-way
Since the adoption of the ADA, Estes Park has endeavored to provide accessible pedestrian features as part
of the Town's capital improvement projects. As additional information was made available regarding the
methods of providing accessible pedestrian features, the Town updated its procedures to accommodate these
methods.
Estes Park utilizes two methods for upgrading pedestrian facilities to current ADA and Public Right-of-way
Accessibility Guidelines (PROWAG). The first and most comprehensive method is through scheduled street
and utility improvement projects. All pedestrian facilities impacted by these projects are upgraded to current
ADA and PROWAG accessibility standards and guidelines.
The Estes Park goal is to continue to provide accessible pedestrian design features as part of its capital
improvement projects. The Town has adopted ADA and PROWAG design standards and procedures. These
standards and procedures will be kept current with nationwide and local best management practices.
The Town will consider and respond to all accessibility improvement requests. All accessibility improvements
that are deemed reasonable will be scheduled consistent with transportation priorities.
The Town will coordinate with external agencies to ensure that all new or altered pedestrian facilities within the
Town jurisdiction are ADA and PROWAG compliant to the maximum extent feasible.
21
Maintenance of pedestrian facilities within the public rights-of-way will continue to follow the policies set forth
by the Town. Examples of typical maintenance items relating to accessibility include snow removal and ice
control for sidewalks, sidewalk repair policy, renewal of crosswalk markings, and signal hardware.
Requests for accessibility improvements can be submitted to the ADA Coordinator.
Many other agencies are responsible for pedestrian facilities within the jurisdiction of Estes Park. The Town will
coordinate with those agencies to assist with identifying and facilitating elimination of accessibility barriers
along their routes.
Mile High Accessibility surveyed the following public right-of-way elements for compliance PROWAG:
Pedestrian Access Routes • Alternate Pedestrian Access Routes
Curb Ramps and Blended Transitions • Detectable Warning Surfaces
Accessible Pedestrian Signals • Pedestrian Street Crossings
Pedestrian Push Buttons • Passenger Loading Zones
For natural surface trails, Mile High Accessibility collected data for the trail head, trail head parking, and trail
head amenities.
Public Right-of-way Prioritization
The prioritization of public right-of-way barriers to accessibility is based on location and access to Estes Park
programs and services. With PROWAG and the ADA, there are two categories of barrier removal that are
identified in a self-evaluation and transition plan to help prioritize the removal of barriers in the public right-of-
way:
1. Public right-of-way barriers which prevent access to local governments’ services, programs, and
activities, when viewed in their entirety.
2. Public right-of way barriers which were created by new construction or alterations (i.e., new
construction of sidewalks and intersections in the public right-of-way built after January 26, 1992),
which do not comply with enforceable ADA standards or PROWAG at the time of construction.
To help determine when public right-of-way barriers to accessibility should be remediated, the barriers in
sidewalks, curb ramps, and shared use paths are prioritized in the following order:
A. Arterial roads with access to many programs.
B. Collector roads with access to many programs.
C. Local roads with access to fewer programs.
D. Residential roads and shared use paths with minor access to few programs.
E. Little to no access to available programs.
Mile High Accessibility assigns the barriers within the above categories a priority level of High, Important,
Moderate, and Low, depending on the type of road or public right-of-way, and the type of barrier.
In addition to the prioritization based on the type of road and the access to available programs, sidewalk and
curb ramp barriers are prioritized by the type of barrier existing in a sidewalk or curb ramp as demonstrated in
the tables below.
22
Sidewalk Barrier Prioritization
PRIORITY KEY HIGH MEDIUM LOW
Description
Arterial roads
with access to
various programs
Collector roads
with access to
various programs
Local roads with
access to fewer
programs
Residential
roads/shared use
paths with minor
access to few
programs
Little to no access
to available
programs
No curb ramp provided
public access route A1 - S B1 - S C1 - S D1 - S E1 - S
Running slope, Cross
slope, or Counter slope
deficiencies A2 - S B2 - S C2 - S D2 - S E2 - S
Damaged A3 - S B3 - S C3 - S D3 - S E3 - S
Side flares, width, and
turning space A4 - S B4 - S C4 - S D4 - S E4 - S
Detectable warning
deficiencies A5 - S B5 - S C5 - S D5 - S E5 - S
Vertical discontinuity or
various minor deficiencies A6 - S B6 - S C6 - S D6 - S E6 - S
No deficiencies reported A7 - S B7 - S C7 - S D7 - S E7 - S
23
Curb Ramp Barrier Prioritization
PRIORITY KEY HIGH MEDIUM LOW
Description
Arterial roads
with access to
various programs
Collector roads
with access to
various programs
Local roads with
access to fewer
programs
Residential
roads/shared use
paths with minor
access to few
programs
Little to no access
to available
programs
No curb ramp provided
public access route A1 - CR B1 - CR C1 - CR D1 - CR E1 - CR
Running slope, Cross
slope, or Counter slope
deficiencies A2 - CR B2 - CR C2 - CR D2 - CR E2 - CR
Damaged A3 - CR B3 - CR C3 - CR D3 - CR E3 - CR
Side flares, width, and
turning space A4 - CR B4 - CR C4 - CR D4 - CR E4 - CR
Detectable warning
deficiencies A5 - CR B5 - CR C5 - CR D5 - CR E5 - CR
Vertical discontinuity or
various minor deficiencies A6 - CR B6 - CR C6 - CR D6 - CR E6 - CR
24
ESTES PARK STREETS AND PARKING LOTS SURVEYED
Big Horn Parking Lot Big Thompson Ave
Community Dr E Elkhorn Ave
E Riverside Dr Fall River Rd
First St Fish Creek Trail
Fourth St Lake Shore Dr Trail
MacGregor Ave Manford Ave
Moraine Ave Moraine Trail
N St. Vrain Ave North Court
Park Ln Performance Park Parking Lot
Post Office Parking Lot Riverside Parking Lot
Riverwalk S St. Vrain Ave
Second St South Court
Spruce Dr Spruce Parking Lot
St. Vrain / Big Thompson Ave St. Vrain Ave Trail
Stanley Ave Third St
Town Hall Plaza Virginia Dr
Visitor Center W Elkhorn Ave
W Riverside Parking Lot Estes Park Transit Stops and On-street Parking
25
Public Right-of-way Transition Plan Database
The Mile High Accessibility Public Right-of-way Transition Plan Database contains these fields:
Finding Number • PROWAG Guidelines Citations
Area Description • Barrier Priority
Latitude and Longitude Coordinates • Cost Estimate Range
Finding Description • Status of Finding
As-built Condition • Photograph of Finding
Recommendations to Remove Barrier • Notes
Milestone Dates for Barrier Removal
REMAINDER OF PAGE INTENTIONALLY LEFT BLANK
26
Public Right-of-way Summary Reports
Street Curb Ramp
Total - Low
Curb Ramp
Total - High
Sidewalk
Total - Low
Sidewalk
Total - High
Street
Totals Low
Street
Totals High
Big Horn Parking Lot $8,600 $10,150 $50 $100 $8,650 $10,250
Big Thompson Ave $21,050 $24,200 $390,850 $511,700 $411,900 $535,900
Community Dr $4,750 $5,500 $6,900 $10,400 $11,650 $15,900
E Elkhorn Ave $10,050 $12,850 $40,475 $61,050 $50,525 $73,900
E Riverside Dr $20,600 $24,400 $9,325 $14,050 $29,925 $38,450
Fall River Rd $0 $0 $121,200 $181,800 $121,200 $181,800
First St $0 $0 $45,600 $45,600 $45,600 $45,600
Fish Creek Trail $1,150 $1,800 $52,200 $78,300 $53,350 $80,100
Fourth St $1,000 $1,500 $4,400 $5,100 $5,400 $6,600
Lake Shore Dr Trail $0 $0 $39,660 $59,540 $39,660 $59,540
MacGregor Ave $350 $400 $9,390 $14,160 $9,740 $14,560
Manford Ave $4,200 $5,050 $250 $300 $4,450 $5,350
Moraine Ave $14,800 $17,200 $35,775 $54,050 $50,575 $71,250
Moraine Ave Trail $700 $800 $44,000 $66,000 $44,700 $66,800
N St. Vrain Ave $13,100 $15,900 $24,250 $36,375 $37,350 $52,275
North Court $0 $0 $45,600 $45,600 $45,600 $45,600
Park Ln $0 $0 $0 $0 $0 $0
Performance Park $5,000 $6,500 $13,345 $19,725 $18,345 $26,225
Post Office Parking Lot $11,700 $14,800 $13,900 $21,000 $25,600 $35,800
Riverside Parking Lot $6,000 $8,000 $7,950 $11,925 $13,950 $19,925
Riverwalk $7,850 $9,900 $46,100 $71,150 $53,950 $81,050
S St. Vrain Ave $59,300 $74,700 $69,750 $104,650 $129,050 $179,350
Second St $0 $0 $52,000 $78,000 $52,000 $78,000
South Court $0 $0 $30,400 $45,600 $30,400 $45,600
Spruce Dr $5,000 $6,500 $7,875 $10,850 $12,875 $17,350
Spruce Parking Lot $1,000 $1,500 $4,350 $6,600 $5,350 $8,100
St. Vrain / Big Thompson $3,000 $3,500 $3,075 $4,650 $6,075 $8,150
St. Vrain Ave Trail $5,600 $6,400 $743,775 $945,700 $749,375 $952,100
Stanley Ave $4,000 $5,000 $21,410 $32,165 $25,410 $37,165
Third St $0 $0 $70,000 $105,000 $70,000 $105,000
Town Hall Plaza $0 $0 $5,200 $7,800 $5,200 $7,800
Virginia Dr $5,350 $6,900 $11,975 $18,000 $17,325 $24,900
Visitor Center $350 $400 $32,600 $47,850 $32,950 $48,250
W Elkhorn Ave $51,900 $66,100 $117,925 $175,700 $169,825 $241,800
W Riverside Parking Lot $0 $0 $9,285 $14,715 $9,285 $14,715
STREET TOTALS
2023 Dollars $266,400 $329,950 $2,130,840 $2,905,205 $2,397,240 $3,235,155
27
PRIORITIZED PUBLIC RIGHT-OF-WAY FINDINGS IN 2023 DOLLARS
Priority Level Findings Total - Low Total - High
SIDEWALKS AND CURB RAMPS
A1 - A3 (High) 164 $382,900 $542,725
B1 - B3 (High) 118 $248,375 $334,020
C1 - C5 (Medium) 24 $28,975 $38,600
D1 - D5 (Medium) 142 $1,623,435 $2,157,740
A4 - A5 (Medium) 115 $60,450 $83,900
B4 - B5 (Medium) 111 $52,905 $78,770
E1 - E7 (Low) 0 $0 $0
A,B,C,D 6-7 (Low) 4 $200 $400
TRANSIT STOPS
High 5 $850 $1,600
Medium 25 $2,650 $37,600
Low 0 $0 $0
ON-STREET PARKING
High 0 $0 $0
Medium 4 $21,500 $30,750
Low 0 $0 $0
Totals 712 $2,422,240 $3,305,105
Transit Stops / On-street Parking Findings Summary Reports
TRANSIT STOPS
Cost Estimate Range
of Findings Low High
Priority:
High 5 $850 $1,600
Medium 25 $26,250 $37,600
Low 0 $0 $0
TOTAL FINDINGS 30 $27,100 $39,200
28
ON-STREET PARKING
Cost Estimate Range
of Findings Low High
Priority:
High 0 $0 $0
Medium 4 $21,500 $30,750
Low 0 $0 $0
TOTAL FINDINGS 4 $21,500 $30,750
Greater detail of transit stops and on-street parking findings can be found in the report listed in Appendix C,
item number 4.
Conclusion
The ADA self-evaluation and transition planning process are vital steps towards creating an inclusive
environment for individuals with disabilities. It demonstrates a commitment to equal access and provides a
roadmap for necessary improvements and accommodations. By identifying and addressing barriers, the Town
of Estes Park can enhance accessibility, promote diversity and inclusion, and ensure compliance with the ADA
and PROWAG. Continuously reviewing and updating the ADA Self-evaluation and Transition Plan will help
maintain an inclusive environment over time.
29
Appendix A: ADA Definitions
Alterations
When a public entity chooses to alter any of its facilities, the elements and spaces being altered must comply
with the 2010 Standards. An alteration is defined as remodeling, renovating, rehabilitating, reconstructing,
changing, or rearranging structural parts or elements, changing or rearranging plan configuration of walls and
full-height or other fixed partitions, or making other changes that affect (or could affect) the usability of the
facility. Examples include restriping a parking lot, moving walls, moving a fixed ATM to another location,
installing a new service counter or display shelves, changing a doorway entrance, or replacing fixtures,
flooring, or carpeting. Normal maintenance, reroofing, painting, wallpapering, or other changes that do not
affect the usability of a facility are not considered alterations. The 2010 Standards set minimum accessibility
requirements for alterations. In situations where strict compliance with the Standards is technically infeasible,
the entity must comply to the maximum extent feasible (see Technically Infeasible below).
Auxiliary Aids and Services
Qualified interpreters or other effective methods of making orally delivered materials available to
individuals with hearing impairments.
Qualified readers, taped texts, or other effective methods of making visually delivered materials
available to individuals with visual impairments.
Acquisition or modification of equipment or devices; and other similar services and actions.
Complaint
A complaint is a claimed violation of the ADA.
Disability
A physical or mental impairment that substantially limits one or more of the major life activities of such
an individual.
A record of such impairment; or
Being regarded as having such an impairment.
Discrimination Based on Disability
Limit, segregate, or classify a citizen in a way that may adversely affect opportunities or status because
of the person's disability.
Limit, segregate, or classify a participant in a program or activity offered to the public in a way that may
adversely affect opportunities or status because of the participant's disability.
Participate in a contract that could subject a qualified citizen with a disability to discrimination.
Use any standards, criteria, or methods of administration that have the effect of discriminating based on
disability.
Deny equal benefits because of a disability.
Fail to provide reasonable accommodations to known physical or mental limitations of an otherwise
qualified individual unless it can be shown that the accommodation would impose an undue burden on
the organization's operations.
Use selection criteria that exclude otherwise qualified people with disabilities from participating in the
programs or activities offered to the public.
30
Fail to use tests, including eligibility tests, in a manner that ensures that the test results accurately
reflect the qualified applicant's skills or aptitude to participate in a program or activity.
Fundamental Alteration
A modification that is so significant that it alters the essential nature of the goods, services, facilities, privileges,
advantages, or accommodations offered. If a public entity can demonstrate that the modification would
fundamentally alter the nature of its service, program, or activity, it is not required to make the modification. If a
public accommodation (private entity) can demonstrate that a modification would fundamentally alter the nature
of the goods, services, facilities, privileges, advantages, or accommodations it provides, it is not required to
make the modification.
Having a Record of Impairment
An individual is disabled if he or she has a history of having an impairment that substantially limits the
performance of a major life activity; or has been diagnosed, correctly or incorrectly, as having such impairment.
Physical or Mental Impairments
Physical or mental impairments may include, but are not limited to: vision, speech, and hearing impairments;
emotional disturbance and mental illness; seizure disorders; mental retardation; orthopedic and neuromotor
disabilities; learning disabilities; diabetes; heart disease; nervous conditions; cancer; asthma; Hepatitis B; HIV
infection (HIV condition); and drug addiction if the addict has successfully completed or is participating in a
rehabilitation program and no longer uses illegal drugs.
The following conditions are not physical or mental impairments: transvestitism; illegal drug use; homosexuality
or bisexuality; compulsive gambling; kleptomania; pyromania; pedophilia; exhibitionism; voyeurism; pregnancy;
height; weight; eye color; hair color; left-handedness; poverty; lack of education; a prison record; and poor
judgment or quick temper if not symptoms of a mental or physiological disorder.
Qualified Individual with a Disability
A qualified individual with a disability means an individual with a disability who, with or without reasonable
modification to rules, policies, or practices; the removal of architectural, communication, or transportation
barriers; or the provision of auxiliary aids and services, meets the essential eligibility requirements for the
receipt of services or the participation in programs or activities provided by the Town.
Reasonable Program Modifications
If the individual’s disabilities prevent them from performing the essential functions of the program or activity, it
is necessary to determine whether reasonable program modifications would enable an individual to perform the
essential functions of the program or activity.
Reasonable program modification is any change in program or activity or in the way things are customarily
done that enables an individual with a disability to enjoy equal program opportunities. Accommodation means
modifications or adjustments:
To a registration or application process to enable an individual with a disability to be considered for the
program or activity.
To the program or activity environment in which the duties of a position are performed so that a person
with a disability can perform the essential functions of the program or activity.
That enables individuals with disabilities to enjoy equally the benefits of the program or activity as other
similarly situated individuals without disabilities enjoy.
31
Modification includes making existing facilities and equipment used by individuals readily accessible and
usable by individuals with disabilities.
Modification applies to:
All decisions and to the application or registration process.
All services provided in connection with the program or activity.
Known disabilities only.
Modification is not required if:
It changes the essential nature of a program or activity of the person with a disability.
It creates a hazardous situation.
Adjustments or modifications requested are primarily for the personal benefit of the individual with a
disability.
It poses an undue burden.
Regarded as Having a Disability
An individual is disabled if she or he is treated or perceived as having an impairment that substantially limits
major life activities, although no such impairment exists.
Reasonable Modification of Policies and Procedures
Many routine policies, practices, and procedures are adopted by public entities without thinking about how they
might affect people with disabilities. Sometimes a practice that seems neutral makes it difficult or impossible for
a person with a disability to participate. In these cases, the ADA requires public entities to make “reasonable
modifications” in their usual ways of doing things when necessary to accommodate people who have
disabilities. For example:
A person who uses crutches may have difficulty waiting in a long line to vote or register for college
classes. The ADA does not require that the person be moved to the front of the line (although this
would be permissible), but staff must provide a chair for him and note where he is in line, so he does
not lose his place.
A person who has an intellectual or cognitive disability may need assistance in completing an
application for public benefits.
A public agency that does not allow people to bring food into its facility may need to make an exception
for a person who has diabetes and needs to eat frequently to control his glucose level.
A city, town, or county ordinance that prohibits animals in public places must be modified to allow
people with disabilities who use service animals to access public places. (This topic is discussed more
fully later.)
A city, town, or county ordinance that prohibits motorized devices on public sidewalks must be modified
for people with disabilities who use motorized mobility devices that can be used safely on sidewalks.
Only “reasonable” modifications are required. Any modification that would result in a "fundamental alteration"
or a change in the essential nature of the entity's programs or services is not required.
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Safe Harbor
The requirements in the 2010 ADA Standards are, for many building elements, identical to the 1991 Standards
and the earlier Uniform Federal Accessibility Standards (UFAS). For some elements, however, the
requirements in the 2010 Standards have changed. For example:
The 1991 Standards allowed light switches, thermostats, and other controls to be installed at a
maximum height of 54 inches. Under the 2010 Standards, the maximum height is 48 inches.
The 1991 Standards required one van-accessible space for every eight accessible spaces. The 2010
Standards require one van-accessible space for every six accessible spaces.
The 2010 Standards for assembly areas contain revised requirements for dispersion of accessible
seating, sightlines over standing spectators, and companion seating.
If a facility was in compliance with the 1991 Standards or UFAS as of March 15, 2012, a public entity is not
required to make changes to meet the 2010 Standards. This provision is referred to as the “safe harbor.” It
applies on an element-by-element basis and remains in effect until a public entity decides to alter a facility for
reasons other than the ADA. For example, if a public entity decides to restripe its parking lot (which is
considered an alteration), it must then meet the ratio of van accessible spaces in the 2010 Standards.
The 2010 Standards also contain requirements for recreational facilities that were not addressed in the 1991
Standards or UFAS. These include swimming pools, play areas, exercise machines, court sport facilities, and
boating and fishing piers. Because there were no previous accessibility standards for these types of facilities,
the safe harbor does not apply. The program access rules apply, and the 2010 Standards must be followed
when structural change is needed to achieve program access.
Service Animals
Under the ADA, a service animal is defined as a dog that has been individually trained to do work or perform
tasks for an individual with a disability. The task(s) performed by the dog must be related to the person’s
disability. For example, many people who are blind or have low vision use dogs to guide and assist them with
orientation. Many individuals who are deaf use dogs to alert them to sounds. People with mobility disabilities
often use dogs to pull their wheelchairs or retrieve items. People with epilepsy may use a dog to warn them of
an imminent seizure, and individuals with psychiatric disabilities may use a dog to remind them to take
medication. Dogs can also be trained to detect the onset of a seizure or panic attack and to help the person
avoid the attack or be safe during the attack. Under the ADA, “comfort,” “therapy,” or “emotional support”
animals do not meet the definition of a service animal because they have not been trained to do work or
perform a specific task related to a person’s disability.
Allowing service animals into a “no pet” facility is a common type of reasonable modification necessary to
accommodate people who have disabilities. Service animals must be allowed in all areas of a facility where the
public is allowed except where the dog’s presence would create a legitimate safety risk (e.g., compromise a
sterile environment such as a burn treatment unit) or would fundamentally alter the nature of a public entity’s
services (e.g., allowing a service animal into areas of a zoo where animals that are natural predators or prey of
dogs are displayed and the dog’s presence would be disruptive). The ADA does not override public health
rules that prohibit dogs in swimming pools, but they must be permitted everywhere else.
The ADA requires that service animals be always under the control of the handler and be harnessed, leashed,
or tethered, unless these devices interfere with the service animal's work or the individual's disability prevents
him from using these devices. Individuals who cannot use such devices must maintain control of the animal
through voice, signal, or other effective controls.
Public entities may exclude service animals only if 1) the dog is out of control and the handler cannot or does
not regain control; or 2) the dog is not housebroken. If a service animal is excluded, the individual must be
allowed to enter the facility without the service animal.
33
Public entities may not require documentation such as proof that the animal has been certified, trained, or
licensed as a service animal, as a condition for entry. In situations where it is not apparent that the dog is a
service animal, a public entity may ask only two questions: 1) is the animal required because of a disability?
and 2) what work or task has the dog been trained to perform? Public entities may not ask about the nature or
extent of an individual's disability.
The ADA does not restrict the breeds of dogs that may be used as service animals. Therefore, a town
ordinance that prohibits certain breeds must be modified to allow a person with a disability to use a service
animal of a prohibited breed, unless the dog's presence poses a direct threat to the health or safety of others.
Public entities have the right to determine, on a case-by-case basis, whether use of a particular service animal
poses a direct threat, based on that animal's actual behavior or history; they may not, however, exclude a
service animal based solely on fears or generalizations about how an animal or breed might behave.
The ADA does not require service animals to be certified, licensed, or registered as a service animal. Nor are
they required to wear service animal vests or patches, or to use a specific type of harness. There are
individuals and organizations that sell service animal certification or registration documents to the public. The
Department of Justice does not recognize these as proof that the dog is a service animal under the ADA.
Substantial Limitations of Major Life Activities
Individuals are disabled if they have a physical or mental impairment that (a) renders them unable to perform a
major life activity, or (b) substantially limits the condition, manner, or duration under which they can perform a
particular major life activity in comparison to other people.
Major life activities are functions such as caring for oneself, performing manual tasks, walking, seeing, hearing,
speaking, breathing, learning, and working.
In determining whether physical or mental impairment substantially limits the condition, manner, or duration
under which an individual can perform a particular major life activity in comparison to other people, the
following factors shall be considered:
The nature and severity of the impairment.
The duration or expected duration of the impairment.
The permanent or long-term impact (or expected impact) of or resulting from the impairment.
Technically Infeasible
Is defined as an alteration that has little likelihood of being accomplished because existing structural conditions
would require removing or altering a load-bearing member that is an essential part of the structural frame; or
because other existing physical or site constraints prohibit modifications or additions that comply fully with the
Standards. The 2010 Standards also contain an exemption for certain alterations that would threaten or
destroy the historic significance of an historic property.
Undue Burden
The Town of Estes Park shall not provide an accommodation that imposes an undue burden on the operation
of the Town’s business. An undue burden means significant difficulty or expense incurred in the provision of
accommodation. Undue burden includes, but is not limited to, financial difficulty. Undue burden refers to any
modification that would be unduly costly, extensive, substantial, or disruptive, or that would fundamentally alter
the nature of operation of the business of the Town.
Whether a particular accommodation will impose an undue hardship is determined on an individual basis. If a
particular modification is determined to cause an undue burden to the Town of Estes, the Town shall attempt to
identify another modification that would not pose such a burden. If cost causes an undue burden, the Town
must consider whether funding for modification is available from an outside source. If no such funding is
34
available, the Town must give the person with a disability the opportunity to provide the modification or to pay
for that portion of the modification that constitutes an undue burden.
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35
Appendix B: Glossary of Terms
ABA: See Architectural Barriers Act.
ADA: See Americans with Disabilities Act.
ADA Transition Plan: Transportation system plan that identifies accessibility needs, the process to fully
integrate accessibility improvements, and aims to ensure that 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 vibrotactile formats.
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): 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 a public agency typically includes an annual capital budget
and a five-year plan for funding the new construction and reconstruction projects on the agency’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): A branch of the U.S. 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 Public Right-of-way Accessibility Guidelines 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.
36
Right-of-Way: 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 Federal 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: Federal executive department responsible for enforcement of the law
and administration of justice (also referred to as the Justice Department or DOJ).
37
Appendix C: Additional Reports
Due to the size of the extensive data collected, the files noted in these documents are not directly attached to
the ADA Transition Plan but are available from the Town upon request.
1. Facilities ADA Transition Plan Database
2. Parks ADA Transition Plan Database
3. Public Right-of-way Transition Plan Database
4. Transit Stops and On-street Parking Transition Plan Database
5. Parks Site Accessibility Evaluation Reports
Building Audit Section Location/Area Non compliant Element Compliance Section
2010 ADA Stadards)
Severity Priority In/Out
House
Work Load Corrective Measure
Photo Estimated Cost Timeframe
1
Broadband Building 1180
Woodstock
Parking Lot Main Lot There are 20 parking spaces in the lot with one standard ADA access aisle.This size of lot
requires a minimum of one ADA access space that is van accessible and marked
accordingly.
502 Medium 1 In Low
Add Van Accessible”sign to ADA access space.
2
Broadband Building 1180
Woodstock
Parking Lot Main Lot The ADA access space is not compliant with a cross slope of 1.75%to 2.66%which is over
the 2%maximum.
502.2 High 1 Out Medium Regrade ADA access space so the slope is less than 2%in any direction.
3
Broadband Building 1180
Woodstock
Parking Lot and Accessible
Route
Main Lot The ADA access space and aisle are not connected to the accessible route.There is an
unmarked section 149”long between the aisle and the entry ramp.This section has a
cross slope up to 2.27%which is over the 2%maximum.
502.3.3 High 1 In and
Out
Medium Mark area to connect access aisle with the entry ramp.Regrade this section so the cross slope is less
than 2%while the running slope is less than 5%.
4
Broadband Building 1180
Woodstock
Stairs Main Entry There is a step at the front entry that is questionable.The bottom landing of the step has
a slope of 12.46%15.3%which is well over the 5%maximum slope for an accessible
route.There are no handrails present.
403.3,505 High 2 Out Medium Regrade bottom landing so the slope is less than 5%and cross slope is less than 2%.Add ADA
cmpliant handrails.
5
Broadband Building 1180
Woodstock
Ramps Main Entry The bottom landing of the entry ramp is not compliant.The length of the concrete
landing is 46”then turns to asphalt with a small lip,less than The slope of the
concrete is compliant;however,the slope of the asphalt is 2.44%which is over the 2%
maximum.
405.7,405.2 High 2 Out Medium Extend the concrete landing to a minimum of 60”with the slope less than 2%in any direction.
6
Broadband Building 1180
Woodstock
Entrances Main Entry The main entrance door closes too quickly at 4.2 seconds which is less than the 5 second
minimum.The door does not have a kickplate present.The entry way is awkward for an
accessible approach.The ramp is located on the hinge side of the entry door and requires
the user to go around to the other side of the door to open it.There is 93”of
maneuvering depth,and 51”from the edge of the open door to the drop off of the patio.
404.2.8,404.2.10 High 2 Out Medium Remount door so the latch side is on the same side as the entry ramp.Adjust closer so door closes in
5 second minimum.Add a kickplate to the bottom 10”of the door.
7
Broadband Building 1180
Woodstock
Entrances Main Entry The interior entry door is not compliant.The door closes in 4.5 seconds which is under
the 5 second minimum.There is no kickplate.There is a carpeted mat with rubber edges
inside the door,edges are not secured.
404.2.8,404.2.10 High 2 In Low Adjust door closer so door closes in 5 seconds minimum.Add a kickplate to the bottom 10”of the
door.Secure the edges of the rug/mat.
8
Broadband Building 1180
Woodstock
Signs Restroom Area The restroom signs are not compliant.The baseline of the lowest character is 40
which is less than the 48”minimum.Additionally,the pictogram field is 5 7/8”with 3
figures which is less than the 6”minimum.
703.4,703.6 Medium 3 In Low Replace signs with ADA complaint ones mounted at the proper ADA height.
9
Broadband Building 1180
Woodstock
Water Fountains Restroom Area The wheelchair water fountain is not compliant with a knee height clearance is 26
which is less than the 27”minimum.
602.2 High 3 In or
Out
Medium Remount the water fountain so there is 27”minimum of knee height clearance.
10
Broadband Building 1180
Woodstock
Entrances Restroom Area The women’s restroom entry door is not compliant.The door width is 30 which is less
than the 32”minimum.There is no kickplate on the door.
404.2.3,404.2.10 High 3 Out High The entry door width must be 32”minimum when the door is at a 90°angle and measure from the
jamb to the door face.Add a kickplate to the door.
11
Broadband Building 1180
Woodstock
Entrances Restroom Area The men’s restroom entry door is not compliant.The door width is 31”which is less than
the 32”minimum.There is no kickplate on the door.
404.2.3,404.2.10 High 3 Out High The entry door width must be 32”minimum when the door is at a 90°angle and measure from the
jamb to the door face.Add a kickplate to the door.
12
Broadband Building 1180
Woodstock
Restrooms Men's and Women's The sinks in both restrooms are mounted too low.The knee height clearance is 26
which is less than the 27”minimum.
606.2 High 3 In or
Out
Medium Remount sinks so the knee height is 27”minimum.
13
Broadband Building 1180
Woodstock
Restrooms Men's and Women's There is a shelf in each restroom that is not compliant.The women’s restroom shelf is 65
5/8”in height and protrudes 10 7/8”.The men’s restroom shelf is 65 7/8”in height and
protrudes 10 ADA compliant shelves have a height of 40 to 48”.Protruding object
over 4"must be less than 27”or more than 80”.
603.4 Medium 3 In Low Remove shelves or relocate where they will not protrude in the turning space and are ADA accessible.
14
Broadband Building 1180
Woodstock
Restrooms Women's The women’s restroom rear ADA grab bar is not mounted correctly.The bar should be
12”on the closed side and 24”on the open side.The bar is mounted with 6 on the
closed side and 28 on the open side.
609.4 Medium 3 In Medium Remount rear grab bar so it has 12”on the closed side and 24”on the open side.
15
Broadband Building 1180
Woodstock
Restrooms Women's The toilet paper dispenser in the women’s restroom is located 9 from the front of the
toilet.
604.7 Low 3 In Medium Remount toilet paper dispenser so the first roll is 7 9”from the front of the toilet.
16
Broadband Building 1180
Woodstock
Restrooms Men's The men’s restroom rear ADA grab bar is not mounted correctly.The bar should be 12”
on the closed side and 24”on the open side.The bar is mounted with 9”on the closed
side and 27”on the open side.The side ADA grab bar is mounted 11 7/8”from the rear
wall which makes the length of the bar from the rear wall 53 which is less than the 54”
minimum.
609.4 High 3 In Medium Remount both grab bars.Remount rear grab bar so it has 12”on the closed side and 24”on the open
side.Remount side grab bar so it is 12”from the rear wall for a length of 54”minimum from the rear
wall.
2020 Town of Estes Park ADA Audit Summary Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
17
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion West)Lot The parking lot for the Pavilion has two extra ADA parking spots beyond the required
two.None are marked as Van Accessible”.
502.2 High 1 In Medium Restripe ADA parking spaces so there is a minimum of one Van Accessible”space that is 132”wide
with a 60”aisle.
18
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion West)Lot The east ADA parking space in the Pavilion parking lot is not compliant.The cross slope in
the middle and back of the ADA parking space is 3.32%to 7.17%which is over the 2%
maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
19
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion West)Lot The middle east ADA parking space in the Pavilion parking lot is not compliant.The cross
slope in the middle of the ADA parking space is 2.62%which is over the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
20
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion West)Lot The west ADA parking space in the Pavilion parking lot is not compliant.The slope in the
middle of the ADA parking space is 2.27%which is over the 2%maximum.
502.4 Medium 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
21
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion West)Lot The west ADA access aisle in the Pavilion parking lot is not compliant.The slope in the
front and middle of the ADA access aisle is 2.1%to 2.27%which is over the 2%maximum.
The cross slope in the front of the access aisle is 2.1%which is over the 2%maximum.
502.4 Medium 1 Out High Regrade ADA access aisle so the slope is less than 2%in any direction.
22
Fairgrounds/Pavilion
1115 Rooftop Way
Parking Lot Pavilion Dirt Lot North of
Building
There are two ADA parking spaces signed on the north side of the Pavilion.These spaces
are not ADA compliant due to the grounds surface being dirt/gravel and is not considered
stable or firm.There is also not access aisle nor any stripping.
502.4 Low 1 In Low These spaces are unneeded and would require a lot to get them compliant.They are also not near an
entrance.Recommend removing the signs.
23
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The parking lot for the Event Center does not have the adequate amount of ADA parking
spaces required.There are 4 spaces on the south side of the parking lot that are quite far
from Event Center entrance.There are temporary spaces parallel along the main road by
the Event Center entrance,however,none of these have access aisles so they are not
compliant.
208.2 High 1 In
and/or
Out
High With the current 4 permanent ones being located very far away,recommend adding 7 ADA parking
spaces closer to the Event Center entrance.Add permanent ADA parking spaces that are compliant
and have access aisles.These spaces should be closest to the Event Center entrance as possible.
24
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The west ADA parking space on the south side of the Event Center parking lot is not
compliant with a slope of 2.62%to 2.8%which is over the 2%maximum.There is no ADA
parking space sign.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.Add a compliant ADA
parking space sign.
25
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The middle west ADA parking space on the south side of the Event Center parking lot is
not compliant with a slope of 2.1%to 3.67%which is over the 2%maximum.There is no
ADA parking space sign.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.Add a compliant ADA parking
space sign.
26
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The middle east ADA parking space on the south side of the Event Center parking lot is
not compliant with a slope of 2.27%to 3.32%which is over the 2%maximum.There is no
ADA parking space sign.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.Add a compliant ADA parking
space sign.
27
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The east ADA parking space on the south side of the Event Center parking lot is not
compliant with a slope of 3.14%to 3.32%which is over the 2%maximum.There is no
ADA parking space sign.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.Add a compliant ADA parking
space sign.
28
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The west ADA access aisle on the south side of the Event Center parking lot is not
compliant with a slope of 2.1%to 3.84%which is over the 2%maximum.
502.4 High 1 Out High Regrade ADA access aisle so the slope is less than 2%in any direction.
29
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Main Lot The east ADA access aisle on the south side of the Event Center parking lot is not
compliant with a slope of 2.1%to 3.84%which is over the 2%maximum.
502.4 High 1 Out High Regrade ADA access aisle so the slope is less than 2%in any direction.
30
Fairgrounds/Event Center
1125 Rooftop Way
Parking Lot Event Center Rooftop
Way
The temporary ADA parking spaces that are parallel along Rooftop Way by the entrance
to the Event Center are not compliant.None of the ADA parking spaces have permanent
markings or signage.There are no Van Accessible”spaces marked or sized.Additionally,
there are no access aisles present and the curb ramps will become blocked when the
spaces are filled.The cross slope of the spaces is 2.62%to 3.14%which is over the 2%
maximum.The cross slope along the curb is 5.94%to 10.16%which is over the 2%
maximum
502.2,502.4 High 1 Out and
In
High The parking surface will need to be regraded so the slope is less than 2%in any direction.
Recommend making these spaces angled to allow for access aisles to be added at each curb ramp.
There will need to be two Van Accessible”spaces at a minimum.For angled Van Accessible”spaces,
the access aisle must be on the passenger side of the ADA parking space.Add permanent striping,
markings,and signage that is compliant.
31
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands The Grandstands’parking lot has 4 extra ADA spaces than is required.However,none of
them have access aisles and none are compliant due to the slope being over 2%.None of
the spaces are connected to the accessible route.There are no ADA parking space signs.
208.2,502.2,502.3.3 High 1 In and
Out
High Remove the 6 ADA spaces in the middle of the parking lot along with the one in the NE corner.
Regrade the South side of the parking lot so the slope is less than 2%in any direction.There is 27’4”
between the south single ADA parking space and the landscaping timber/fence.A group of 4 ADA
parking spaces 3 regular and 1 van)with two access aisles will need 45’of width along with 36”for a
sidewalk along the east side of the ADA parking spaces.Add an ADA compliant sidewalk E/W)along
the south side of the new ADA parking spaces that connects to a sidewalk N/S)on the east side of the
new ADA parking spaces and connects to accessible route by the ticket booth via a curb ramp and
marked crosswalk.This will result in a compliant number of ADA parking spaces that are connected
to the accessible route as required.Add signs for each ADA parking space.
32
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion P ar 1 along the north side of the Pavilion parking lot is not compliant.Due to the curb
ramp using the width of the sidewalk,the cross slope is up to 7.17%which is over the 2%
maximum
403.3 High 1 Out Medium Extend sidewalk width past the curb ramp so there is a sidewalk with a cross slope less than 2%.
33
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion P ar 2 at the bottom toward the road is non compliant.The slope of the sidewalk is
6.12%to 7.17%which is over the 5%maximum.The cross slope of the sidewalk is up to
3.84%which is over the 2%maximum.There is a 3/8”vertical change at the bottom of P
ar 2 near the truncated domes.
403.3,403.4 High 1 Out High This section of the accessible route needs to be regraded and redesigned so that the maximum slope
of the route is 5%and the maximum cross slope is 2%.Make sure there are no vertical changes over
34
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion The crosswalk from P ar 2 to P ar 3 is unmarked and has a non compliant cross slope.
The cross slope is 3.67%to 4.72%which is over the 2%maximum.
403.3,502.3.3 High 1 Out Medium Regrade a 36”wide section that connects the curb ramps of P ar 2 and P ar 3 and stripe as a
crosswalk.
35
Fairgrounds/Pavilion
1115 Rooftop Way
Picnic Tables/Accessible
Route
Pavilion West side The Pavilion picnic table and bench area is not ADA compliant and there are not like
options that are ADA compliant.The ground surface is small gravel rock and is
considered unstable and not firm.
902.2 Medium 3 Out Medium Pave a section of the area with concrete so there is at least one option of each type available that is
ADA compliant.
36
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion P ar 5 has a non compliant cross slope at the top of the sidewalk toward the road.The
cross slope is up to 2.8%which is over the 2%maximum.
403.3 High 1 Out Low Regrade the top section of the sidewalk so the cross slope is less than the 2%maximum.
37
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion P ar 6 has a cross slope of 2.8%which is over the 2%maximum. 403.3 High 1 Out Medium Regrade sidewalk so the cross slope is less than the 2%maximum
38
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion The crosswalk from P ar 3 to P ar 6 is unmarked. 502.3.3 High 1 In Low Stripe the crosswalk.
39
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Route Pavilion P ar 7 has a non compliant cross slope up to 2.44%which is over the 2%maximum. 403.3 High 1 Out Medium Regrade sidewalk so the cross slope is less than the 2%maximum.
40
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 1 and E ar 2 have a non compliant cross slope of 2.27%which is over the 2%
maximum.
403.3 Medium 1 Out Medium Regrade this section of the sidewalk so the cross slope is less than the 2%maximum.
41
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 4 and E ar 5 have non compliant cross slopes up to 3.14%which is over the 2%
maximum.
403.3 High 1 Out Medium Regrade these sections of sidewalk so the cross slope is less than the 2%maximum.
42
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 9 and E ar 10 have non compliant cross slopes of 2.10%to 3.14%which is over the
2%maximum.
403.3 Medium 1 Out Medium Regrade these sections of sidewalk so the cross slope is less than the 2%maximum.
43
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 11 has a non compliant cross slope os 2.1%which is just over the 2%maximum.The
sidewalk leads to the office door,of which there is no wheel chair access due to steps.
206.2,403.3 Medium 1 Out High Regrade sidewalk so the cross slope is less than the 2%maximum.ADA requires an accessible route
for wheelchair to any entrance that is typically used.The events office uses this door for meetings
and should be looked at to make ADA wheelchair accessible.Would require replacement of the steps
with a ramp and handrails.
44
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 12 that connects Barn W’s E ar 13 to the accessible route and parking lot is non
compliant.The slope is up to 14.5%which is over the 5%maximum for the accessible
route.The surface is also not stable or firm.
402,405 High 1 Out High Add a compliant sidewalk and/or ramp that connected E ar 5 to E ar 13.
45
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center E ar 14 is not compliant due to the ground surface not being stable or firm. 302.1 Medium 1 Out Medium Add a sidewalk that is ADA complaint to the north side of Barn W that connects to the accessible
route.Preferably the sidewalk goes away from the building before connecting to the accessible route
to aid in emergency situations.
46
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Route Event Center The crosswalk across rooftop way by the Event Center entrance is not marked and
therefore is not compliant.
502.3.3 Medium 1 In Medium Stripe the crosswalk.
47
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 1 has a non compliant cross slope on the south half.The cross slope is 3.67%to
5.24%which is over the 2%maximum.
403.3 High 1 Out High Regrade this section of the sidewalk so the cross slope is less than the 2%maximum.
48
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 2 has a non compliant cross slope of 2.97%to 3.67%which is over the 2%
maximum.
403.3 High 1 Out High If keeping middle ADA spaces,need to regrade a section of this route that is 36”wide and has the
cross slope less than the 2%maximum.Also need to stripe the crosswalk.
49
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 5 has a non compliant cross slope near the restrooms that is 2.27%which is over the
2%maximum.
403.3 Medium 1 Out Medium Regrade this section of the sidewalk so the cross slope is less than the 2%maximum.
50
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 6 has a non compliant cross slope of up to 2.27%which is over the 2%maximum. 403.3 High 1 Out High Regrade this section of the sidewalk so the cross slope is less than the 2%maximum.
51
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 7 has a section that has a non compliant cross slope of up to 2.27%which is over the
2%maximum.
403.3 Medium 1 Out Medium Regrade this section of the sidewalk so the cross slope is less than the 2%maximum.
52
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 8 has a section that has a non compliant cross slope of up to 2.62%which is over the
2%maximum.The slope is up to 6.82%which is over the 5%maximum.Over 5%must
be treated as a ramp and requires handrails and landings.
403.3,405 High 1 Out High Regrade this section so the cross slope is less than 2%and the slope is less than 5%.
53
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 10 has non compliant slope and cross slope.The slope is up to 5.77%which is over
the 5%maximum.The cross slope is up to 4.37%which is over the 2%maximum.
403.3 High 1 Out High Regrade G ar 10 so the slope is less than 5%and the cross slope is less than 2%.
54
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 11 has a non compliant cross slope that is up to 2.44%which is over the 2%
maximum.
403.3 High 1 Out Medium Regrade this section so the cross slope is less than 2%.
55
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 12 has a cross slope up to 2.97%and a section that goes up to 6.47%.The maximum
cross slope is 2%.
403.3 High 1 Out High Regrade this section so the cross slope is less than 2%.
56
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 13 has a non compliant cross slope that is up to 2.62%which is over the 2%
maximum.
403.3 Medium 1 Out High Regrade this section so the cross slope is less than 2%.
57
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 10 to G ar 15 is not compliant.The slope is as high as 7.52%to 11.4%which is over
the 2%maximum.The cross slope is up to 2.97%which is over the 2%maximum.
403.3 High 1 Out High Regrade this section so the cross slope is less than 2%and the slope is less than 5%.
58
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 16 is not compliant.The slope is up to 5.94%and 15%which is over the 5%
maximum.The cross slope is up to 7.69%which is over the 2%maximum.The surface is
also crumbling and has several non compliant vertical changes.
403.3 High 1 Out High Regrade this section so the cross slope is less than 2%and the slope is less than 5%.
59
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Grandstands G ar 17 is not compliant with a slope up to 6.29%and a cross slope up to 4.37%which
are over the 5%and 2%maximum.
403.3 High 1 Out Medium Regrade this section so there is a 36”wide pathway that has a cross slope less than 2%and the slope
less than 5%.
60
Fairgrounds/Grandstands
1209 Manford Ave.
Parking Lot Fairground Arenas The fairground’s arenas are connected by dirt/gravel driving lanes that are uneven and
are not considered stable or firm and therefore are not ADA compliant.
302.1,402 High 1 Out Very High Install ADA compliant concrete sidewalks that connect from each barn to each stall and form an ADA
compliant accessible pathway that is similar to the pathway routinely used by fairground users and
guests.
61
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The curb ramp at the bottom of P ar 2 along the north side of the Pavilion parking lot by
the road is not compliant.The counter slope is 8.92%which is over the 5%maximum.
The curb ramp has a slope of 8.22%to 8.92%which is over the 8.33%maximum.The
cross slope is 4.2%to 4.54%which is over the 2%maximum.The landing is also not
compliant with a slope of 6.12%to 7.17%and a cross slope up to 3.84%which are over
the 2%maximum slope in any direction.There is a lip at the bottom of the ramp
between slabs.
405.2,405.3,406.2,
406.4
High 1 Out High Redo curb ramp so counter slope is 5%maximum.The curb ramp should have a slope less than 8.33%
and a cross slope less than 2%.The landing should have a slope less than 2%in any direction.Make
sure any vertical change is less than
62
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The curb ramp on the west end of P ar 3 is not compliant with a cross slope at the top of
the ramp at 2.1%which is over the 2%maximum.The ramp flares are 12.46%and
16.55%which are over the 10%maximum for flares when a ramp landing is present.
405.3,406.3 Low 1 Out High Redo curb ramp so the cross slope is less than 2%and the ramp flares are less than 10%.
63
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The curb ramp and landing on the north side of P ar 6 is not compliant.The slope of the
bottom of the curb ramp is 8.75%which is over the 8.33%maximum.The landing has a
slope of 2.27%to 2.8%which is over the 2%maximum.The cross slope of the landing is
2.1%to 2.44%which is over the 2%maximum.
405.2,406.4 Medium 1 Out Medium Redo the curb ramp so the slope is less than the 8.33%maximum.Regrade the landing so the slope is
less than 2%in any direction.
64
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The landing for the curb ramp on the south side of P ar 6 is not compliant.The landing
has a slope of 2.27%to 2.8%which is over the 2%maximum.The cross slope of the
landing is 2.1%to 2.44%which is over the 2%maximum.
406.4 Medium 1 Out Medium Regrade the landing so the slope is less than 2%in any direction.
65
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The curb ramp on the north side of P ar 7 and the landing are not compliant.The cross
slope of the curb ramp is 2.3%to 2.8%which is over the 2%maximum.The landing has a
slope of 2.97%and the cross slope is 2.1%which is over the 2%maximum.
405.3,406.4 High 1 Out High Regrade the curb ramp so the cross slope of the ramp is less than 2%.Regrade the landing so the
slope is less than 2%in any direction.
66
Fairgrounds/Pavilion
1115 Rooftop Way
Curb Ramps Pavilion The curb ramp on the south side of P ar 7 by rooftop way is not compliant.The counter
slope is 7.52%which is over the 5%maximum.The cross slope of the curb ramp is 2.44%
to 2.8%which is over the 2%maximum.
406.2,405.3 High 1 Out High Regrade the curb ramp so the counter slope is less than 5%and the cross slope of the ramp is less
than 2%.
67
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The west curb ramp by E ar 4/5 is not compliant.The counter slope is 6.8%which is over
the 5%maximum.The curb ramp slope is 8.4%to 9.45%which is over the 8.33%
maximum.The landing has a slope of 2.44%which is over the 2%maximum.
405.2,406.2,406.4 High 1 Out Medium Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp slope is less than
8.33%.Regrade the landing so the slope is less than 2%in any direction.
68
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The middle curb ramp by E ar 4/5 is not compliant.The counter slope is 9.28%which is
over the 5%maximum.The curb ramp slope is 8.4%which is just over the 8.33%
maximum.The landing has a slope of 2.62%which is over the 2%maximum.
405.2,406.2,406.4 High 1 Out Medium Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp slope is less than
8.33%.Regrade the landing so the slope is less than 2%in any direction.
69
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The east curb ramp by E ar 4/5 is not compliant.The counter slope is 10.7%which is over
the 5%maximum.The curb ramp slope is up to 10.16%which is over the 8.33%
maximum.The landing has a slope of 2.8%which is over the 2%maximum.
405.2,406.2,406.4 High 1 Out Medium Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp slope is less than
8.33%.Regrade the landing so the slope is less than 2%in any direction.
70
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp in the middle of E ar 9/10 is not compliant.The counter slope is 9.1%
which is over the 5%maximum.The curb ramp slope is 9.3%to 10.16%which is over the
8.33%maximum.The landing has a slope of 2.62%to 3.84%which is over the 2%
maximum.
405.2,406.2,406.4 High 1 Out Medium Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp slope is less than
8.33%.Regrade the landing so the slope is less than 2%in any direction.
71
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp on the south side of E ar 6 is not compliant.The counter slope is 7.34%to
9.28%which is over the 5%maximum.The cross slope at the bottom of the ramp is 2.8%
which is over the 2%maximum.
405.2,406.2 Medium 1 Out Medium Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp cross slope is
less than 2%.
72
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp on the north side of E ar 7 is not compliant.The slope is up to 8.4%which
is just over the 8.33%maximum.The cross slope at the top of the ramp is 4.02%which is
over the 2%maximum.The landing width is reduced by 5”due to a trashcan.The
landing has a slope of 3.84%to 5.94%and a cross slope of 1.92%while the maximum
slope is 2%in any direction.
405.2,405.3,406.4 High 1 Out and
In
High Redo the curb ramp so the counter slope is less than the 5%maximum and the ramp cross slope is
less than 2%.Regrade the landing so the slope is less than 2%in any direction.Move the trashcan off
of the sidewalk.
73
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp on the south side of E ar 7 is not compliant.The counter slope is 8.22%
which is over the 5%maximum.The landing width is reduced by 5”due to a trashcan.
The landing has a slope of 3.32%to 4.9%and a cross slope of 2.1%which is over the
maximum slope of 2%in any direction.
406.2,406.4 Medium 1 Out and
In
High Redo the curb ramp so the counter slope is less than the 5%maximum.Regrade the landing so the
slope is less than 2%in any direction.Move the trashcan off of the sidewalk.
74
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp on the north side of E ar 8 is not compliant.The ramp cross slope is 2.97%
which is over the 2%maximum.The ramp slope at the very bottom is 12.63%which is
over the 8.33%maximum.The landing has a slope of 3.49%to 3.84%which is over the
maximum slope of 2%in any direction.
405.2,406.4 High 1 Out High Redo the curb ramp so the slope is less than the 8.33%maximum and the cross slope is less than the
2%maximum.Regrade the landing so the slope is less than 2%in any direction.
75
Fairgrounds/Event Center
1125 Rooftop Way
Curb Ramps Event Center The curb ramp on the east end of E ar 9 is not compliant.The counter slope is 7.87%
which is over the 5%maximum.
406.2 Low 1 Out Low Regrade counter slope so it is less than 5%.
76
Fairgrounds/Event Center
1125 Rooftop Way
Ramps Exterior) Event Center The main ramp for the Event center entrance is not compliant.The top section of the
ramp has a bottom landing that has a cross slope of 2.27%which is over the 5%
maximum.The left handrail for the short middle section of the ramp extends 4
beyond the ramp bottom which is less than the 12”minimum.The right handrail for the
long middle section of the ramp extends 4 beyond the ramp bottom which is less than
the 12”minimum.The handrails for the bottom section of the ramp extends 4 5
beyond the ramp at the top and bottom which is less than the 12”minimum.There is a
flat section of sidewalk between the short middle and long middle sections that does not
have a curb barrier and has a 17”drop off.
405.3,405.8,405.9 High 1 Out High Redo handrails so they extend 12”minimum beyond the ramp at the top and bottom for non
switchback handrail sections.Add a curb barrier to the handrail for the flat section of sidewalk.
77
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands There is a step located on the east side of the grandstands within G ar 10 that has a
handrail on one side only.
505.2 Low 2 Out or
In
Medium Add a handrail to the other side at a compliant height of 34 38”.
78
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands The west section of stairs for the grandstands bleachers has a non compliant handrail.
The handrail has a height of 39 which is over the 38”maximum.The handrail is 4
short of the last riser nosing which is less than one tread depth minimum of 14 15
beyond the last riser nosing.
505.4,505.10 Medium 2 Out Medium Lower handrail so the height is between 34”and 38”and extends a minimum of one tread depth
beyond the last riser nosing at the bottom.
79
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands The stairways in the middle of the bleachers are not compliant.The riser heights are not
uniform and range from 4 1/2”up to 5 3/4”.The tread depths range from 14 to 15
and are not uniform.The handrails do not extend beyond the stairs at the top or the
bottom.The handrail is 2 short of the last riser nosing at the bottom and is 9 short
of the first riser nosing at the top.
504.2,505.10 Medium 2 Out or
In
High Adjust the bleachers so the risers and treads are uniform with no more than a difference between
heights and depths.Add extensions to the top and bottom handrail section so the handrail extends
one tread depth beyond the last riser nosing at the bottom and 12”past the first riser nosing at the
top.
80
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands The stairways in the middle of the bleachers are not compliant.The riser heights are not
uniform and range from 4 3/4”up to 5 1/2”.The tread depths range from 14 7/8”to 15
and are not uniform.
504.2 Medium 2 Out or
In
High Adjust the bleachers so the risers and treads are uniform with no more than a difference between
heights and depths.
81
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands The steps for the lowered box areas do not have compliant handrails.The handrails have
a height up to 39”which is over the 38”maximum.The handrails extend up to 4”
maximum beyond the last riser at the bottom which is less than the one tread depth
minimum.The handrails extend 0”beyond the first riser nosing at the top which is less
than the 12”minimum.
505.4,505.10 High 2 Out High Redo the handrails for select boxes so there are ADA compliant stairs to lower boxes that are
dispersed throughout the box area.
82
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Grandstands The stairs by the grandstands bleachers west exit are not compliant.The riser heights are
not uniform ranging from 3 to 7 The height of the handrail is up to 39 which is
over the 38”maximum.The left handrail extends only 4”beyond the first riser at the top
which is less than the 12”minimum.The bottom of the stairs are not connected to an
accessible route.
504.2,505.4,505.10 Medium 2 Out High Redo the stairway so the riser heights are uniform.Adjust the handrails so the height is 34 38”and
extend 12”beyond the first riser at the top.Add an accessible route at the bottom of the stairs that
connects to Barns T and V.
83
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Manager's Office The stairs for the Manager’s office at the fairgrounds are not compliant.The riser heights
range from 6”to 7”and are open.The handrails have a height up to 40 48”.The right
handrail extends 8”beyond the last riser nosing at the bottom which is less than the one
tread depth minimum of 11
504.2,504.3,505.4,
505.10
High 2 Out Medium Redo the stairs so the riser heights are uniform and closed.Adjust the handrails so the height is
between 34”and 38”.Extend the right handrail a minimum of 11 beyond the last riser nosing at
the bottom.
84
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Exhibitor's Office The stairs for the exhibitor’s office are not complaint.The stairs are open and should be
closed.There are no handrails present.
504.3,505 Medium 2 In Medium Close in the stairs and add ADA compliant handrails.
85
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs Manager/Exhibitor
Building
The steps on the east side of the Manager/Exhibitor building that is G ar 16 are not
compliant.The riser heights are not uniform at to 4”in height.The tread depths are
not uniform at 41 to 56 deep.There are no handrails present.
504.2 Medium 2 Out Medium Replace steps with stairs that have unform riser heights and tread depths.Add ADA compliant
handrails.Or replace steps with a ramp that has ADA compliant handrails and a running slope less
than 10%.
86
Fairgrounds/Grandstands
1209 Manford Ave.
Stairs and Ground
Openings
Arenas The arena viewing platforms are raised and have two steps onto the platform area.The
steps are missing handrails.The have settled and/or shifted creating large gaps between
the steps and platform.The platforms do not have wheelchair accessibility.The
platforms have warped boards and gaps that are not ADA compliant.
302.3,303.2,402,505 High 2 In High Add ADA compliant ramp and/or stairs to the viewing platforms.Fix the viewing platform surfaces so
there are no vertical changes greater then and no gaps between board that are greater than
87
Fairgrounds/Grandstands
1209 Manford Ave.
Bleachers and Ground
Surfaces
Arenas The bleachers near the arenas are set on uneven dirt/gravel and do not have any
wheelchair space nearby or within.
302.1,802 High 2 Out High Replace bleachers with ADA compliant one that are similar to the grandstands.There should be a
central set of stairs with a handrail and cutouts in the front row for a wheel chair.The surface should
be concrete that has a slope less than 2%in any direction and is connected to a concrete accessible
route.
88
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion main entrance door north is not compliant.The door closes from 90 12°in 4
seconds which is less than the 5 second minimum.
404.2.8 Medium 1 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.
89
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion main entrance door south is not compliant.The door closes from 90 12°in 3
seconds which is less than the 5 second minimum.
404.2.8 Medium 1 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.
90
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The left interior door for the Pavilion main entrance is not compliant.The door closes
from 90 12°in 3.7 seconds which is less than the 5 seconds minimum.The door requires
18 pounds of force to operate which is over the 5 pound maximum.
404.2.8,404.2.9 High 2 In Medium Adjust closer so door closes from 90 12°in no less than 5 seconds and requires less than 5 pounds of
force to operate.
91
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The left interior door for the Pavilion main entrance is not compliant.The door closes
from 90 12°in 2.7 seconds which is less than the 5 seconds minimum.The door requires
16 pounds of force to operate which is over the 5 pound maximum.
404.2.8,404.2.9 High 2 In Medium Adjust closer so door closes from 90 12°in no less than 5 seconds and requires less than 5 pounds of
force to operate.
92
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The double doors from the Pavilion lobby to the Arena Area are not compliant.The right
door closes from 90 12°in 3.5 seconds which is less than the 5 seconds minimum.The
door requires 12 14 pounds of force to operate which is over the 5 pound maximum.
404.2.8,404.2.10 Medium 2 In Medium Adjust closer so door closes from 90 12°in no less than 5 seconds and requires less than 5 pounds of
force to operate.
93
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 2 is not compliant.The door closes from 90 12°in 3 seconds which is
less than the 5 second minimum.
404.2.8 Medium 2 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.
94
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 3 is not compliant.The door closes from 90 12°in 3.4 seconds which
is less than the 5 second minimum.There is 16 of maneuvering clearance on the pull
side of the door which is less than the 18”minimum.
404.2.4,404.2.8 Medium 2 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.The push side is compliant and is
an accessible emergency exit,the pull side is not used as an entry so does not need to be addressed.
95
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 5 is partially compliant.There is 16”of maneuvering clearance on the
pull side of the door which is less than the 18”minimum.
404.2.4 Low 2 N/A N/A The push side is compliant and is an accessible emergency exit,the pull side is not used as an entry so
does not need to be addressed.
96
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion east exit door is not compliant.The door closes from 90 12°in 4.5 seconds
which is less than the 5 second minimum.There is a 3/8”vertical lip on the outside
of the threshold.The exit is not connected to the accessible route due to the column
outside of the door reducing the accessible route width to 31”and 26 which is less
than the 36”minimum.
303.2,404.2.5,404.2.8,
402.2
High 1 Out and
In
Medium Adjust closer so door closes from 90 12°in no less than 5 seconds.Extend the sidewalk so there is at
least 36”on the east side of the column and it is connected to the accessible route.
97
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The interior door of the Pavilion east exit vestibule is not compliant.The door closes
from 90 12°in 3.4 seconds which is less than the 5 seconds minimum.The door requires
12pounds to operate which is over the 5 pound maximum.
404.2.8,404.2.9 High 2 In Medium Adjust closer so door closes from 90 12°in no less than 5 seconds and requires no more than 5
pounds to operate.
98
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 8 is not compliant.The outside maneuvering clearance of the door
has a slope is 2.8%which is over the 2%maximum.The maneuvering width is 12 on
the pull side due to the edge of the concrete pad.
404.2.4 Low 2 Out Medium Regrade the maneuvering clearance so it is less than 2%in any direction.Extending it to 18”
minimum past the door edge would be a good idea but is not required.The push side of the door is
compliant.The door is not connected to any type of accessible route.
99
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 10 is not compliant.The door closes from 90 12°in 4.25 seconds
which is less than the 5 second minimum.There is 3 1/2”of maneuvering clearance on
the pull side of the door which is less than the 18”minimum.There is 4 of
maneuvering clearance on the push side of the door which is less than the 12”minimum.
404.2.4,404.2.8 Low 2 In Medium Adjust closer so door closes from 90 12°in no less than 5 seconds.The door is not a compliant ADA
emergency exit.Signs should be placed on the door directing to the nearest ADA compliant
emergency exit.
100
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 11 is not compliant.The outside maneuvering clearance of the door
has a width of 12 on the pull side due to the edge of the concrete pad which is less
than the 18”minimum.The door closes from 90 12°in 3.5 seconds which is less than the
5 second minimum.
404.2.4,404.2.8 Low 2 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.Extending the outside
maneuvering clearance to 18”minimum past the door edge would be a good idea but is not required.
The push side of the door is compliant.The door is not connected to any type of accessible route.
101
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 12 is not compliant.The outside maneuvering clearance of the door
has a slope is 2.8%which is over the 2%maximum.
404.2.4 Low 1 Out Medium Regrade the maneuvering clearance so it is less than 2%in any direction and extending it to 18”
minimum past the door edge would be a good idea but is not required.The push side of the door is
compliant.The door is not connected to any type of accessible route.
102
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The Pavilion door 14 is not compliant.The outside maneuvering clearance of the door
has a slope is 2.8%which is over the 2%maximum.The maneuvering width is 12 on
the pull side due to the edge of the concrete pad.
404.2.4 Low 2 Out Medium Regrade the maneuvering clearance so it is less than 2%in any direction and extending it to 18”
minimum past the door edge would be a good idea but is not required.The push side of the door is
compliant.The door is not connected to any type of accessible route.
103
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The door to the Pavilion women’s restroom is not compliant.The maneuvering width for
the push side of the door is 5 which is less than the 12”minimum.The trashcan on the
pull side of the door reduces the maneuvering clearance to 14 which is less than the
18”minimum.The threshold for the doorway is and is not beveled.The door closes
from 90 12°in 3.8 seconds which is less than the 5 second minimum.The door requires
11 pound to operate which is over the 5 pound maximum.
404.2.4,404.2.5,
404.2.8,404.2.9
High 3 In and
Out
Low and
Medium
Remove water fountains that are between the restroom doors.Bevel the threshold at 1:2.Adjust the
door closer so the door closes from 90 12°in no less than 5 seconds and requires no more than 5
pounds of force to operate.Move the trashcan away from the door.
104
Fairgrounds/Pavilion
1115 Rooftop Way
Entrances Pavilion The door to the Pavilion men’s restroom is not compliant.The maneuvering width for
the push side of the door is 5”which is less than the 12”minimum.The trashcan on the
pull side of the door reduces the maneuvering clearance to 4”which is less than the 18”
minimum.The threshold for the doorway is and is not beveled.The door closes from
90 12°in 3.8 seconds which is less than the 5 second minimum.The door requires 11
pound to operate which is over the 5 pound maximum.
404.2.4,404.2.5,
404.2.8,404.2.9
High 3 In and
Out
Low and
Medium
Remove water fountains that are between the restroom doors.Bevel the threshold at 1:2.Adjust the
door closer so the door closes from 90 12°in no less than 5 seconds and requires no more than 5
pounds of force to operate.Move the trashcan away from the door.
105
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The right set of doors for the Event Center main entrance are not compliant.The right
door closes from 90 12°in 3.9 seconds which is less than the minimum of 5 seconds.
Additionally,there is a carpeted rug with rubber edges that does not have secured edges.
404.2.4,404.2.8 Medium 2 In and
Out
Low and
High
Adjust the closer so the door closes from 90 12°in no less than 5 seconds.Secured the rug edges to
the ground,replace area with carpet squares secured to the ground,or replace with an in ground slat
type mat system that is ADA compliant.
106
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The left set of doors for the Event Center main entrance are not compliant.The right
door closes from 90 12°in 4.5 seconds which is less than the minimum of 5 seconds.
Additionally,the is a carpeted rug with rubber edges that does not have secured edges.
404.2.4,404.2.8 Medium 2 In and
Out
Low and
High
Adjust the closer so the door closes from 90 12°in no less than 5 seconds.Secured the rug edges to
the ground,replace area with carpet squares secured to the ground,or replace with an in ground slat
type mat system that is ADA compliant.
107
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The set of doors for the Event Center ADA ramp entrance are not compliant.The right
door closes from 90 12°in 4.9 seconds which is less than the minimum of 5 seconds.The
left door has slope of 2.97%on the outside of the door.
404.2.4,404.2.8 High 2 In and
Out
Low and
High
Adjust the closer so the door closes from 90 12°in no less than 5 seconds.Secured the rug edges to
the ground or replace with an in ground slat type mat system that is ADA compliant.Regrade the
concrete on the outside of the left door so the slope is less than 2%in any direction.
108
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The west double doors into the event space are not compliant.The doors require 7
pounds of force to operate which is over the 5 pound maximum.
404.2.9 Medium 2 In Low Adjust door closer so doors require less than 5 pounds to operate.
109
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The west double doors into the event space are not compliant.The doors require 8 9
pounds of force to operate which is over the 5 pound maximum.Additionally,the right
door closes from 90 12°in 4.8 seconds which is less than the 5 second minimum.
404.2.8,404.2.9 Medium 2 In Low Adjust door closer so doors require less than 5 pounds to operate and closes from 90 12°in no less
than 5 seconds.
110
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The door from the event space to the restrooms is not compliant.The doors require 6
pounds of force to operate which is over the 5 pound maximum.
404.2.9 Medium 2 In Low Adjust door closer so doors require less than 5 pounds to operate.The carpet edge is exposed at the
door threshold.This need to be watched and made sure a trip hazard/issue does not occur due to
wearing at the edge of the carpet.
111
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The Event Center arena door H is not a compliant ADA exit.The push side of the door has
11 of maneuvering width which is less than the 12”minimum required.Additionally,
the door closes from 90 12°in 3.2 seconds which is less than the minimum of 5 seconds.
404.2.4,404.2.8 High 2 In Low Add sign to door directing to the nearest ADA compliant exit.
112
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The Arena double doors C are not ADA compliant and close from 90 12°in 2.9 and 3.6
seconds which is less than the 5 second minimum.
404.2.8 Medium 2 In Medium Adjust closer so the doors close from 90 12°in no less than 5 seconds.Add ADA emergency exit
signage to door.
113
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center Arena door E is not ADA compliant.The door only opens to approximately 80°due to a
structural building obstruction.The door also closes too quickly from 80 12°in 2.5
seconds.
404.2.3,404.2.8 High 2 In Low Add sign to door directing to the nearest ADA compliant exit.
114
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The Arena double doors F are not ADA compliant and close from 90 12°in 4.4 and 3.4
seconds which is less than the 5 second minimum.The outside slope of the left door is
2.62%,but is compliant for using the door as an emergency exit.
404.2.4,404.2.8 Medium 2 In Low Adjust closer so the doors close from 90 12°in no less than 5 seconds.Add ADA emergency exit
signage to door.
115
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The east event space restroom’s door is not compliant.The doors require 12 pounds of
force to operate which is over the 5 pound maximum.Additionally,the door closes from
90 12°in 4 seconds which is less than the 5 second minimum.
404.2.8,404.2.9 High 2 In Medium Adjust door closer so doors require less than 5 pounds to operate and closes from 90 12°in no less
than 5 seconds.The concrete before the threshold drops down for 4”and creates an awkward
entry for a wheelchair.Grind down edge or fill gap to make it a smoother entry for a wheel chair.
116
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The west event space restroom’s door is not compliant.The doors require 17 pounds of
force to operate which is over the 5 pound maximum.Additionally,the door closes from
90 12°in 2.9 seconds which is less than the 5 second minimum.
404.2.8,404.2.9 High 2 In Medium Adjust door closer so doors require less than 5 pounds to operate and closes from 90 12°in no less
than 5 seconds.The concrete before the threshold drops down for 4”and creates an awkward
entry for a wheelchair.Grind down edge or fill gap to make it a smoother entry for a wheel chair.
117
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The left non handle)door to the east event space exit hallway is not compliant.The door
closes from 90 12°in 4.5 seconds which is less than the 5 second minimum.
404.2.8 Medium 2 In Low Adjust door closer so the door closes from 90 12°in no less than 5 seconds.
118
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The exterior door to the Event Center women’s restroom is not compliant.The slope on
the outside of the door is 2.1%which is over the 2%maximum.The door closes from 90
12°in 3.7 seconds which is less than the 5 seconds minimum.
404.2.4,404.2.8 High 3 In and
Out
Low and
High
Regrade the slope outside of the door so it is less than 2%in any direction.Adjust door closer so the
door closes from 90 12°in no less than 5 seconds.
119
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Event Center The exterior door to the Event Center women’s restroom is not compliant.The door
closes from 90 12°in 3.7 seconds which is less than the 5 seconds minimum.
404.2.8 High 3 In Low Adjust door closer so the door closes from 90 12°in no less than 5 seconds.
120
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Barn W The southwest door of Barn W is not ADA complaint.The slope on the outside of the
door is 6.29%which is over the 2%maximum.The threshold of the door is 1”with the
top beveled.The handle is a round knob which requires grasping to operate.
404.2.4,404.2.5,
404.2.7
High 2 Out High Regrade the slope on the outside of the door so it is less than the 2%maximum.Replace the
threshold with an ADA compliant one that is maximum with the top beveled 1:2.Replace round
knob handles with lever type handles.
121
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Barn W The southeast door of Barn W is not ADA complaint.The slope on the outside of the
door is 5.59%which is over the 2%maximum.The threshold of the door is 1”with the
top beveled.The door closes from 90 12°in 2 seconds which is less than the 5 second
minimum.The handle is a round knob which requires grasping to operate.
404.2.4,404.2.5,
404.2.7,404.2.8
High 2 In and
Out
Low and
High
Regrade the slope on the outside of the door so it is less than the 2%maximum.Replace the
threshold with an ADA compliant one that is maximum with the top beveled 1:2.Adjust closer
so the doors close from 90 12°in no less than 5 seconds.Replace round knob handles with lever type
handles.
122
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Barn W The southeast door of Barn W is not ADA complaint.The slope on the inside of the door
is up to 4.37%which is over the 2%maximum.The slope on the outside of the door is
4.89%and cross slope is 2.1%which are over the 2%maximum.The surface is dirt and
gravel and is not connected to an accessible route.The threshold of the door is 1”with
the top beveled.The door closes from 90 12°in 2.5 seconds which is less than the 5
second minimum.The handle is a round knob which requires grasping to operate.
404.2.4,404.2.5,
404.2.7,404.2.8
High 2 In and
Out
Low and
Very High
Regrade the inside of the door so the slope is less than the 2%maximum.Grade the slope and cross
slope on the outside of the door so it is less than the 2%maximum.Cover with an ADA complaint
surface such as concrete and connect to an accessible route.Replace the threshold with an ADA
compliant one that is maximum with the top beveled 1:2.Adjust closer so the doors close from
90 12°in no less than 5 seconds.Replace round knob handles with lever type handles.
123
Fairgrounds/Event Center
1125 Rooftop Way
Entrances Barn W The southwest door of Barn W is not ADA complaint.The slope on the inside of the door
is up to 2.44%which is over the 2%maximum.The slope on the outside of the door is
18.35%and cross slope is 12.1%which are over the 2%maximum.The surface is dirt and
gravel and is not connected to an accessible route.The threshold of the door is 1”with
the top beveled.The door closes from 90 12°in 2.5 seconds which is less than the 5
second minimum.The handle is a round knob which requires grasping to operate.
404.2.4,404.2.5,
404.2.7,404.2.8
High 2 In and
Out
Low and
Very High
Regrade the inside of the door so the slope is less than the 2%maximum.Grade the slope and cross
slope on the outside of the door so it is less than the 2%maximum.Cover with an ADA complaint
surface such as concrete and connect to an accessible route.Replace the threshold with an ADA
compliant one that is maximum with the top beveled 1:2.Adjust closer so the doors close from
90 12°in no less than 5 seconds.Replace round knob handles with lever type handles.
124
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The door for the Grandstands concessions entrance is not compliant.The door closes
from 90 12°in 3.1 seconds which is less than the 5 seconds minimum.
404.2.8 High 2 In Low Adjust closer so door closes from 90 12°in no less than 5 seconds.
125
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The door for the Grandstands concessions entrance is not compliant.The door closes
from 90 12°in 4 seconds which is less than the 5 seconds minimum.The maneuvering
width on the push side is 7 to 9 which is less than the 12”minimum.The slope on
the outside of the door is 4.54%which is over the 2%maximum for the pull side but is
compliant for the push side of the door.
404.2.4,404.2.8 High 2 In and
Out
Low and
Medium
Adjust closer so door closes from 90 12°in no less than 5 seconds.Adjust the counter so there is a
minimum of 12”of maneuvering width or add an automatic ADA closer with button.
126
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The door for the grandstands men’s restroom is not compliant.There is 57”of
maneuvering depth on the pull side of the door which is less than the 60”minimum.The
door closes from 90 12°in 3.9 seconds which is less than the 5 second minimum.
404.2.4,404.2.8 High 3 Out High Remove wall so there is 60”minimum of maneuvering depth for the pull side of the door.Otherwise,
can add an ADA automatic door opener.
127
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The entrance door to the Grandstands family restroom north is not compliant.The pull
side of the door has 6”of maneuvering width,which is less than the 12”minimum,due to
a fire riser connection.The outside of the door has a slope of 3.1%which is over the 2%
maximum.The door closes from 90 12°in 3.9 seconds which is less than the 5 second
minimum.
404.2.4,404.2.8 High 3 In Low Remove sign with international symbol of accessibility and replace with one that does not have it.
The south family restroom will be the accessible one.Otherwise,to make this compliant would need
to add an automatic door opener to the door and regrade the outside of the door so it is less than 2%
slope in any direction.
128
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The entrance door to the Grandstands family restroom north is not compliant.The
outside of the door has a slope of 2.44%which is over the 2%maximum.The door closes
from 90 12°in 4.5 seconds which is less than the 5 second minimum.
404.2.4,404.2.8 Medium 3 In and
Out
Low and
High
Adjust door closer so door closes in no less than 5 seconds.Regrade the outside of the door so it is
less than 2%slope in any direction.
129
Fairgrounds/Grandstands
1209 Manford Ave.
Entrances Grandstands The west door of the grandstand bleacher area is not compliant.The door closes from 90
12°in 2.8 seconds which is less than the 5 second minimum.
404.2.8 High 2 In Low Adjust door closer so the door closes from 90 12°in no less than 5 seconds.
130
Fairgrounds/Pavilion
1115 Rooftop Way
Accessible Pathway Pavilion The Pavilion floor mats have flat sides and can separate,this can create to over 3”
wide gaps that can be elongated with the dominate direction of travel.The mats are
thick and create a non compliant vertical change at the entry to the Pavilion arena space.
302.3,303.2 High 2 In and
Out
High Ensure when placing mats for the arena floor that they are as tight as possible and check them daily.
If this does not solve the issue,replace the mats with ones that have connecting tabs that holds the
mats together.Additionally,purchase a couple mats with a beveled edge that has the proper ADA
transition of 1:2 slope that allow compliant access to the arena area when the mats are on the floor.
131
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Pathway Barn W There is a grate in the middle of the floor of Barn W.The openings of the grate are 1”
and can be elongated with the directional of travel depending on how Barn W is setup.
302.3 High 2 In Medium Replace grate with one that has openings smaller than in any direction.
132
Fairgrounds/Event Center
1125 Rooftop Way
Accessible Pathway Barn W There is a non compliant vertical change by the Barn W volume control knob.The floor
has a 1”vertical change between the foundation and the asphalt floor.
303.2 Medium 4 In Medium Add asphalt to the edge of the foundation to create an ADA compliant threshold to the top of the
foundation for a wheel chair operator to use the volume control.OR,move the volume control next
to the audio controls in the Southeast corner of Barn W.
133
Fairgrounds/Event Center
1125 Rooftop Way
Ramps Interior) Event Center The Event Center ramp from the lobby to the arena has a non compliant handrail at the
bottom of the ramp.The handrail extends 10 3/8”beyond the ramp bottom which is less
than the 12”minimum.
405.8 Medium 2 Out Medium Extend the ramp handrail a minimum of 12”beyond the ramp bottom.
134
Fairgrounds/Event Center
1125 Rooftop Way
Stairs Interior) Event Center The stairs for the west entrance to the event space from the Event Center lobby has non
compliant handrails.The height of the handrails are 39 41”which is over the 38”
maximum.
505.4 Medium 2 Out Medium Lower handrails so they are within the compliant range of 34 38”as measured from the middle of the
stair tread.
135
Fairgrounds/Event Center
1125 Rooftop Way
Stairs Interior) Event Center The stairs for the west entrance to the event space from the Event Center lobby has non
compliant handrails.The height of the handrails are up to 42”which is over the 38”
maximum.
505.4 Medium 2 Out Medium Lower handrails so they are within the compliant range of 34 38”as measured from the middle of the
stair tread.
136
Fairgrounds/Event Center
1125 Rooftop Way
Stairs Interior) Event Center The main stairs in the Event Center lobby have non compliant handrails.The height of
the handrails are up to 41”which is over the 38”maximum.
505.4 Medium 2 Out Medium Lower handrails so they are within the compliant range of 34 38”as measured from the middle of the
stair tread.
137
Fairgrounds/Event Center
1125 Rooftop Way
Stairs Interior) Event Center The stairs in the Event Center from the lobby to the balcony have non compliant
handrails.The height of the handrails are up to 40”which is over the 38”maximum.The
top of the right handrail of the upper section extends 11 beyond the first riser which is
less than the 12”minimum.
505.4,505.10 High 2 Out High Lower handrails so they are within the compliant range of 34 38”as measured from the middle of the
stair tread.Extend the top of the right handrail of the upper section a minimum of 12”beyond the
first riser.
138
Fairgrounds/Event Center
1125 Rooftop Way
Signs Event Center There is a door by the east event space entrance for the Event Center that leads to the
restroom hallway,skipping the lobby.This door is signed with a Restrooms”sign above
the door but does not have any signage that can be used by a person with a disability.
The restroom hall side of the door is also unlabeled.
703 Medium 2 In Low Add ADA compliant signs for this door that has braille and is at an ADA compliant height.The arena
side of the door should be labeled Restrooms”and the restroom hallway side of the door can be
labeled Event Space”.
139
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Grandstands The doors for the concessions have signs above the door ways but no ADA compliant
signage.
703 High 2 In Low Add Concessions Entrance”and Concessions Exit”signage to both door for the concessions area
that are on the latch side of the doors and at a compliant height.
140
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Grandstands The sign for the grandstands men’s restroom has a non compliant clear floor space with a
slope of 2.27%which is over the 2%maximum.
703.4 Medium 3 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
141
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Grandstands The sign for the grandstands women’s restroom has a non compliant clear floor space
with a slope of 2.79%which is over the 2%maximum.
703.4 Medium 3 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
142
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Grandstands The sign for the grandstands family restroom north has a non compliant clear floor space
that is blocked by a fire riser connection.
703.4 High 3 In Low Replace sign with one that does not have the international symbol of accessibility.This restroom will
not be ADA compliant while the south on will be.
143
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Grandstands The sign for the grandstands family south restroom has a non compliant clear floor space
with a slope of 2.27%which is over the 2%maximum.
703.4 Medium 3 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
144
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Stanley Park Restroom
Building
The sign for the Stanley Park men’s restroom is not compliant with no raised letters,
braille,or pictograms.
703.2,703.3,703.6 Medium 3 In Low Replace with an ADA compliant sign.Need to add a sign next to entry door as well.
145
Fairgrounds/Grandstands
1209 Manford Ave.
Signs Stanley Park Restroom
Building
The sign for the Stanley Park women’s restroom is not compliant with no raised letters,
braille,or pictograms.The clear floor space is blocked by a bench.
703.2,703.3,703.4,
703.6
Medium 3 In Low Replace with an ADA compliant sign.Need to add a sign next to entry door as well.Move the bench
to the right to create 18”wide of clear floor space.
146
Fairgrounds/Event Center
1125 Rooftop Way
Signs Event Center The Event Center men’s and women’s restrooms have exterior doors leading to the plaza.
Both doors have signs marking the restrooms.The slope of the concrete by the sign is
1.9%to 2.1%which is non compliant and over the 2%maximum in some parts.
703.4 Medium 3 Out High Regrade this area so the slope is less than 2%in any directions.
147
Fairgrounds/Event Center
1125 Rooftop Way
Signs Event Center The restrooms in the event space of the Event Center do not have a sign. 216.2 High 3 In Low Add an ADA compliant sign to the latch side of each restroom door.
148
Fairgrounds/Pavilion
1115 Rooftop Way
Controls Pavilion The Pavilion women’s restroom light switch is automatic and does not have ADA
compliant clear floor space at 14”due to the trashcan.With the trashcan removed,there
is 28 wide clear floor space.
309.2 Low 3 In Low Relocate the trashcan to provide the clearest floor space possible,the switch is automatic but can be
turned off.
149
Fairgrounds/Pavilion
1115 Rooftop Way
Controls pavilion The Pavilion women’s restroom light switch is automatic and does not have ADA
compliant clear floor space at 14”due to the trashcan.With the trashcan removed,there
is 28 wide clear floor space.
309.2 Low 3 In Low Relocate the trashcan to provide the clearest floor space possible,the switch is automatic but can be
turned off.
150
Fairgrounds/Event Center
1125 Rooftop Way
Controls Event Center The doorbell in the Event Center lobby for the office staff is mounted at a non compliant
height.The doorbell is mounted at a height of 53 5/8”56”which is over the 48”
maximum.Additionally,the doorbell control is mounted over a counter that is 43 3/8”
high and 8 5/8”deep.
309.3,308 High 2 In Low Relocate button so it is mounted at a maximum height of 48”and is not obstructed.
151
Fairgrounds/Event Center
1125 Rooftop Way
Controls Event Center The ADA door opener button for the Event Center entrance does not have compliant
clear floor space.The clear floor space width includes part of the ramp and is 1.97%
cross slope with 2%being the maximum.The button is also located behind the handrail.
404.3.5 Medium 2 In or
Out
Medium Relocate the button so the clear floor space is located beyond the bottom of the ramp and not behind
the handrail.
152
Fairgrounds/Event Center
1125 Rooftop Way
Controls Barn W The light switches for Barn W are not compliant.The light switches are located at a
height of 61 5/8”which is over the 48”maximum.The switches are located 4 behind
the front of the structural wall beam.
309.3,308 Low 2 Out Medium Lower the light switches so they are at a maximum height of 48”.
153
Fairgrounds/Event Center
1125 Rooftop Way
Controls Barn W The audio volume control knob is not compliant.The knob is located at a height of 52”
which is over the 48”maximum.The knob requires tight grasping to operate.
309.3,309.4 Medium 4 In or
Out
Medium Relocate knob so it is at a maximum height of 48”and replace with an ADA compliant control that
does not require grasping to operate.
154
Fairgrounds/Event Center
1125 Rooftop Way
Controls Barn W The audio control box has controls located at a non compliant height of 51 to 61”
which is over the 48”maximum.Some of the controls are not ADA compliant and require
tight grasping to operate.
309.3,309.4 Medium 4 In or
Out
Medium Lower the audio control box so the controls are no higher than the 48”maximum.Replace non ADA
compliant controls with ones that do not require tight grasping to operate.
155
Fairgrounds/Grandstands
1209 Manford Ave.
Controls Grandstands The light switch for the grandstands family restroom south is not complaint.The light
switch is automatic,but the on/off button is mounted at a height of 49 50 3/8”
which is over the 48”maximum.
309.3 High 3 In or
Out
Medium Lower the light switch so the on/off control is mounted at a maximum height of 48”.
156
Fairgrounds/Pavilion
1115 Rooftop Way
Water Fountains Pavilion There are two water fountains located between the Pavilion men’s and women’s
restrooms.They are mounted at similar heights which is not compliant due to needing a
50/50 split between the wheelchair and standing water fountains.Additionally,they
block the clear floor space for the maneuvering clearance for the restroom entrances.
602.7 High 3 Out High Remove the water fountains and either mount elsewhere in the lobby/building with one at a
wheelchair height and one at a standing height.
157
Fairgrounds/Event Center
1125 Rooftop Way
Water Fountains Event Center There are two fountains located in the lobby of the Event Center that are not ADA
complaint.The water fountains require 7 9 pounds of force to operate which is over the
5 pound maximum.The water flow is 2 3”in height which is less than the 4”minimum.
602.3,602.6 High 3 In or
Out
High Adjust the water fountains so the force requires to operate is less than 5 pounds and the water flow is
greater than the 4”minimum.OR,replace water fountains with ADA compliant ones.
158
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The accessible pathway in the Pavilion women’s restroom has a cross slope of 2.62%,
which is over the 2%maximum,by the floor drains near the ADA and ambulatory stalls.
403.3 Medium 3 Out High Regrade floor near drains so the floor slope is less than 2%in any direction.
159
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The accessible pathway in the Pavilion men’s restroom has a cross slope of 2.62%,which
is over the 2%maximum,by the floor drains near the ADA and ambulatory stalls,as well
as,the urinals.
403.3 Medium 3 Out High Regrade floor near drains so the floor slope is less than 2%in any direction.
160
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The ADA and ambulatory stall doors in the Pavilion women’s restroom are not ADA
compliant with the doors not being self closing and instead self open 1/8 of the way.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self close.
161
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet paper dispenser in the Pavilion women’s restroom 1st ADA stall is not
compliant.The dispenser is mounted 6”and 14”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
162
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The trashcan in the Pavilion women’s restroom 1st ADA stall is not compliant.The
trashcan is 33”from the side of the toilet and is 22”behind the front of the toilet.The
outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In High Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
163
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet in the 2nd ADA stall in the Pavilion women’s restroom is not compliant.The
toilet is 18 from the side wall which is over the 18”maximum.
604.2 Medium 3 Out High Adjust the stall wall so the toilet centerline is 16 18”from the stall wall.
164
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet paper dispenser in the pavilion women’s restroom 2nd ADA stall is not
compliant.The dispenser is mounted 6”and 14”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
165
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The trashcan in the Pavilion women’s restroom 2nd ADA stall is not compliant.The
trashcan is 8”from the side of the toilet and is 20”behind the front of the toilet.The
outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In Medium Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
166
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet in the ambulatory stall in the Pavilion women’s restroom is not compliant.The
toilet seat height is 15 which is less than the 17”minimum.
604.4 High 3 In Medium Replace toilet with an ADA compliant one with a seat height 17 19”.
167
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet paper dispenser in the pavilion women’s restroom Ambulatory stall is not
compliant.The dispenser is mounted 6”and 14”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
168
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The trashcan in the Pavilion women’s restroom Ambulatory stall is not compliant.The
trashcan is 7”from the side of the toilet and is 19”behind the front of the toilet.The
outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In High Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
169
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet in the ADA stall of the pavilion men’s restroom is not compliant.The toilet seat
height is 15 which is less than the 17”minimum.
604.4 High 3 In Medium Replace toilet with an ADA compliant one with a seat height 17 19”.
170
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet paper dispenser in the pavilion men’s restroom Ambulatory stall is not
compliant.The dispenser is mounted 6”and 13”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
171
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The trashcan in the Pavilion men’s restroom Ambulatory stall is not compliant.The
trashcan is 9”from the side of the toilet and is 20”behind the front of the toilet.The
outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In High Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
172
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The ambulatory stall in the Pavilion men’s restroom is not compliant.The door self
opens instead of self closing.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.
173
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet in the ambulatory stall of the Pavilion women’s restroom is not compliant.The
toilet seat is 15 from the floor which is less than the 17”minimum.
604.4 High 3 In Medium Replace toilet with one that has a seat height of 17 19”.
174
Fairgrounds/Pavilion
1115 Rooftop Way
Restrooms Pavilion The toilet paper dispenser in the pavilion men’s restroom Ambulatory stall is not
compliant.The dispenser is mounted 4”and 12”from the front of the toilet which is
outside of the 7 9”range.
604.4 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
175
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The accessible pathway in the Grandstands women’s restroom has a cross slope of 2.44%,
which is over the 2%maximum,by the floor drains near the ADA and ambulatory stalls.
403.3 Medium 3 Out High Regrade floor near drains so the floor slope is less than 2%in any direction.
176
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The counter and sinks in the Grandstands women’s restroom are not compliant with a
height of 34 34 5/8”which is over the 34”maximum.
606.3 High 3 In or
Out
High Remount a minimum of one of the sinks so the counter top height is no higher than 34”.
177
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The mirrors in the Grandstands women’s restroom are not compliant with a height of 40
41 which is over the 40”maximum.
603.3 Medium 3 In or
Out
Medium Remount a minimum of one of the mirrors so the bottom reflective surface height is no higher than
40”.
178
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The ambulatory stall in the Grandstands women’s restroom is not compliant.The width
of the stall is 40”which is over the 37”maximum.The door is 5 7/8”from the side wall
which is over the 4”maximum.The entry door is 30 3/8”which is less than the 32”
minimum.There is a door handle on the outside of the door only.The door is not self
closing.
604.8.2.1,404.2.3,
404.2.7,604.8.1.2
High 3 In and
Out
High The stall needs to be redone so the width is 35”37”.The door should be located no more than 4”
from the latch side.The entry door needs to be a minimum of 32”wide.Add an ADA compliant door
handle to the inside of the door.Replace door hinges so the door self closes.
179
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet in the Grandstands women’s restroom ambulatory stall is not compliant.The
toilet is 22 and 17 from the side walls while the required range is 17 19”.The toilet
has a seat height of 15 which is less than the 17”minimum.
604.2,604.4 High 3 In and
Out
Low and
High
The toilet distance from the walls should be solved with the resizing of the stall to the appropriate
width.Replace the toilet with an ADA one that has a seat height of 17 19”.
180
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The trashcan in the Grandstands women’s restroom Ambulatory stall is not compliant.
The trashcan is 12”from the side of the toilet and is 20”behind the front of the toilet.
The outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In High Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
181
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The ADA stall in the Grandstands women’s restroom is not compliant.The door self
opens instead of self closing.There is a door handle on the outside of the door only.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.Add an ADA compliant door handle to the inside of the
door.
182
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet in the Grandstands women’s restroom ADA stall is not compliant.The toilet is
19”from the side walls while the required range is 16 18”.The toilet has a seat height of
15 which is less than the 17”minimum.The flush controls are on the closed side of the
toilet.
604.2,604.4,604.6 High 3 In and
Out
Low and
High
The toilet centerline needs to be 16 18”from the side wall.Add material to wall to extend wall 1”
minimum towards toilet.Replace the toilet with an ADA one that has a seat height of 17 19”and has
flush controls on the right open)side of the toilet.
183
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet paper dispenser in the Grandstands women’s restroom ADA stall is not
compliant.The dispenser is mounted 6 and 13”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
184
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The trashcan in the Grandstands women’s restroom ADA stall is not compliant.The
trashcan is 31”from the side of the toilet and is 20”behind the front of the toilet.The
outlet height of the trashcan is 8”which is less than the 15”minimum.
604.7 High 3 In High Mount a trashcan on the wall so the outlet height is 15 48”in height and is 7 9”from the front of the
toilet.
185
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The ambulatory stall in the Grandstands men’s restroom is not compliant.The width of
the stall is 37 1/2”which is over the 37”maximum.The entry door is 30”which is less
than the 32”minimum.There is a door handle on the outside of the door only.The door
is not self closing.
604.8.2.1,404.2.3,
404.2.7,604.8.1.2
Medium 3 In and
Out
High The stall needs to be redone so the width is 35”37”.The entry door needs to be a minimum of 32”
wide.Add an ADA compliant door handle to the inside of the door.Replace door hinges so the door
self closes.
186
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet paper dispenser in the Grandstands men’s restroom Ambulatory stall is not
compliant.The dispenser is mounted 6”and 14”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
187
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet in the Grandstands men’s restroom ambulatory stall is not compliant.The toilet
is 20 and 17”from the side walls while the required range is 17 19”.The toilet has a
seat height of 15 which is less than the 17”minimum.
604.2,604.4 High 3 In and
Out
Low and
High
The toilet distance from the walls should be solved with the resizing of the stall to the appropriate
width.Replace the toilet with an ADA one that has a seat height of 17 19”.
188
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet paper dispenser in the Grandstands men’s restroom Ambulatory stall is not
compliant.The dispenser is mounted 4”and 12”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
189
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The ADA stall in the Grandstands men’s restroom is not compliant.The door self opens
instead of self closing.There is a door handle on the outside of the door only.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.Add an ADA compliant door handle to the inside of the
door.
190
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet in the Grandstands men’s restroom ADA stall is not compliant.The toilet is 18
from the side walls while the required range is 16 18”.
604.2 High 3 In and
Out
Low and
High
The toilet centerline needs to be 16 18”from the side wall.Add material to wall to extend wall
minimum towards toilet.
191
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The coat hook in the grandstands family restroom south has a non compliant coat hook.
The coat hook is mounted at a height of 60 which is over the 48”maximum.
603.4 Medium 3 In Low Remount coat hook so it is at a height of no more than 48”.
192
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The rear ADA grab bar in the grandstands family restroom north is not compliant with 11
to the closed side and 24 to the open side.
609.4 Medium 3 N/A N/A This will no longer be an ADA compliant restroom or remount rear ADA grab bar.
193
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet in the Grandstands family restroom south is not compliant.The toilet is 18 5/8”
from the side walls while the required range is 16 18”.The flush controls are on the
closed side.
604.3,604.6 High 3 In and
Out
Low and
High
The toilet centerline needs to be 16 18”from the side wall.Add material to wall to extend wall 5/8”
minimum towards toilet.Replace toilet with an ADA one that has flush control on the right open)
side of the toilet.
194
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Grandstands The toilet paper dispenser in the grandstands family restroom south dispenser is mounted
so the outlets are 4”and 12”from the front of the toilet which are not in the 7 9”
distance.
604.7 Medium 3 In Low Remount so one of the outlets is within the 7 9”distance from the front of the toilet.
195
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The counter and sinks in the Stanley Park men’s restroom is not compliant.The counter
has a top height of 34 which is over the 34”maximum.
606.3 High 3 In or
Out
Medium Remount the counter so the top is no more than 34”and there is compliant knee and toe space.
196
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The mirror over the counter in the Stanley Park men’s restroom is not compliant.The
mirror is mounted with the bottom reflective surface at 45 1/8”which is over the 40”
maximum.
603.3 High 3 In Medium Remount mirror so the bottom reflective surface is no more than 40”in height.
197
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The counter and sinks in the Stanley Park women’s restroom is not compliant.The
counter has a top height of 34 which is over the 34”maximum.
606.3 High 3 In or
Out
Medium Remount the counter so the top is no more than 34”and there is compliant knee and toe space.
198
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
There are 3 urinals and 3 toilets for a total of six in the Stanley Park men’s restroom,one
is ADA and none are ambulatory.
213.3.1 Medium 3 In or
Out
Medium Add an ambulatory stall that is 35 37”wide which the other stalls are close to being.
199
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The grab bars in the Stanley Park men’s restroom are not compliant.The rear grab bar is
centered on the toilet instead of offset with 24”to the open side.The bar is mounted at
a height of 36 The side grab bar is mounted 13”from the rear wall which is over the
12”maximum.The bar is mounted at a height of 36 which is over the 36”maximum.
609.4 Medium 3 In Low Remount the grab bars so the maximum height is 36”.The rear should be offset with 24”to the open
side and the side should be no more than 12”from the rear wall.
200
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The ADA stall in the Stanley Park men’s restroom is not compliant.The stall width is 41”
and narrows to 39 by the toilet.The door is 4 from the side wall which is over the
4”maximum.The stall door is not self closing and has a pull handle on the outside only.
604.8.1.1,604.8.1.2 High 3 In and
Out
High Resize partitions so the stall is 60”wide minimum and door is no more than 4”from the side wall.
Replace hinges so door is self closing.Add door pull to inside of door.
201
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The toilet in the Stanley Park men’s restroom ADA stall is not compliant.The toilet is
located 20”from the side wall which is over the 18”maximum.The flush control is
mounted in the middle of the top of the tank instead of the open side.
604.2,604.6 High 3 Out High Remount an ADA compliant toilet with the flush control to the open side.
202
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The urinals in the Stanley Park men’s restroom are not compliant.The stall widths are 29
to 29 3/8”which is less than the 30”minimum.The depth of the outer face from the
rear support is 13”which is less than the 13 minimum.
605.2,305.3 High 3 In or
Out
Medium Resize the stall width so the right one is a minimum of 30”wide.Replace the urinal with one that is
ADA compliant with the depth of the outer face a minimum of 13
203
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The mirror over the counter in the Stanley Park women’s restroom is not compliant.The
mirror is mounted with the bottom reflective surface at 46 which is over the 40”
maximum.
603.3 High 3 In Medium Remount mirror so the bottom reflective surface is no more than 40”in height.
204
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
There is a shelf on the south side of the Stanley Park women’s restroom that is not
compliant.The shelf is 11”deep and is mounted at a height of 39 1/8”which is over the
34”maximum for a depth of shelf over 10”.
603.4 High 3 In Medium Remount shelf so top height is no more than 34”.
205
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The mirror over the shelf in the Stanley Park women’s restroom is not compliant.The
mirror is mounted with the bottom reflective surface at 46 which is over the 40”
maximum.
603.3 High 3 In Medium Remount mirror so the bottom reflective surface is no more than 40”in height.
206
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
There are 7 toilets for a total of six stall in the Stanley Park women’s restroom,one is
ADA and none are ambulatory.
213.3.1 High 3 In or
Out
Medium Add an ambulatory stall that is 35 37”wide which the other stalls are close to being.
207
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building
The grab bars in the Stanley Park women’s restroom are not compliant.The rear grab
bar is centered on the toilet instead of offset with 24”to the open side.The bar is
mounted at a height of 36 The side grab bar is mounted 11 1/2”from the rear wall
and extend 53 from the rear wall which is less than the 54”minimum.The bar is
mounted at a height of 37 3/8”which is over the 36”maximum.
604.5 Medium 3 In Low Remount the grab bars so the maximum height is 36”.The rear should be offset with 24”to the open
side and the side should be no more than 12”from the rear wall.
208
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building Women's
The ADA stall in the Stanley Park women’s restroom is not compliant.The stall width is
41”and narrows to 39 by the toilet.The door is 4 from the side wall which is over
the 4”maximum.The stall door is not self closing and has a pull handle on the outside
only.
604.3 High 3 In and
Out
High Resize partitions so the stall is 60”wide minimum and door is no more than 4”from the side wall.
Replace hinges so door is self closing.Add door pull to inside of door.
209
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building Men's
The toilet in the ADA stall is not compliant.The toilet is located 20 and 19 from the
side walls which is over the 18”maximum.The flush control is mounted in the middle of
the top of the tank instead of the open side.
604.2,604.6 High 3 In High Remount an ADA compliant toilet with the flush control to the open side.
210
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building Women's
The women’s side of the Stanley Park restrooms does not have an ADA compliant shower
stall.The left shower stall is the closest to being ADA compliant.The shower has a depth
of 48”to the curtain and 60”to the end of the stall.There is no rear grab bar present.
The side grab bar is only 36”and not the minimum 42”.The grab bar is mounted with a
height of 36 which is over the 36”maximum.The shower head is over 48”and there
is no handheld shower spray unit.
608.2,608.3,608.6 High 3 In High Install the current grab bar on the back of the shower compartment.Install a 42”grab bar on the side
of the shower compartment.Replace the shower head with a handheld type that has a hose length of
59”minimum.Move the curtain rod to the end of the shower compartment so the depth is 60”
minimum.
211
Fairgrounds/Grandstands
1209 Manford Ave.
Restrooms Stanley Park Restroom
Building Men's
The men’s side of the Stanley Park restrooms does not have an ADA compliant shower
stall.The left shower stall is the closest to being ADA compliant.The shower has a depth
of 48”to the curtain and 60”to the end of the stall.There is no rear grab bar present.
The side grab bar is only 36”and not the minimum 42”.The grab bar is mounted with a
height of 36 which is over the 36”maximum.The shower head is over 48”and there
is no handheld shower spray unit.
608.2,608.3,608.6 High 3 In High Install the current grab bar on the back of the shower compartment.Install a 42”grab bar on the side
of the shower compartment.Replace the shower head with a handheld type that has a hose length of
59”minimum.Move the curtain rod to the end of the shower compartment so the depth is 60”
minimum.
212
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The counter and sinks in the Event Center women’s restroom are not compliant.The
bottom of the sink basins are 26 from the floor which is less than the 27”minimum.
606.2 High 3 In or
Out
High Raise the counter so the bottom of the sink basins are a minimum of 27”from the floor.
213
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The mirror in the Event Center women’s restroom is not compliant with a height for the
bottom reflective surface of 41 which is over the maximum of 40”.
603.3 High 3 In or
Out
High Remove the upper counter and remount the mirror so the bottom reflective surface is no higher than
the 40”maximum.
214
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The tampon dispenser in the Event Center women’s restroom is not compliant.The coin
slot for the dispenser is mounted at a height of 48 which is over the 48”maximum.
604.7 High 3 In Low Remount the dispenser so the height of the coin slot is no more than 48”.The other controls are
below the coin slot.
215
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The ADA stall in the Event Center women’s restroom is not compliant.The door is not
self closing and has a handle on the outside of the door only.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.Add an ADA compliant door handle to the inside of the
door.
216
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The toilet in the Event Center women’s restroom ADA stall is not compliant.The toilet
requires 6 pounds of force to flush which is over the 5 pounds maximum.
604.6 Medium 3 In Low Adjust toilet flush controls so it requires no more than 5 pounds to operate.
217
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The grab bars in the Event Center women’s restroom ADA stall are not compliant.The
rear grab bar is too far to the open side of the toilet.
604.5 Low 3 In Low Remount grab bar so there is 12”to the closed side and 24”to the open side of the toilet.
218
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The Event Center women’s restroom ADA stall does not have a toilet seat cover dispenser
like the other stalls do including the ambulatory stall.
604.7 Low 3 In Low Mount a toilet cover dispenser near the toilet with a reach height from 15”48”and has adequate
space from the grab bars.Add dispenser at a compliant height to the ADA stall.
219
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The Ambulatory stall in the Event Center women’s restroom is not compliant.The door is
not self closing and has a handle on the outside of the door only.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.Add an ADA compliant door handle to the inside of the
door.
220
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Women's
Public
The toilet in the Event Center women’s restroom ambulatory stall is not compliant.The
toilet has a seat height of 14 which is less than the 17”minimum.
604.4 High 3 In Medium Replace the toilet with an ADA one that has a seat height of 17 19”.
221
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Family The counter and sinks in the Event Center family restroom are not compliant.The
bottom of the sink basins are 26 from the floor which is less than the 27”minimum.
606.2 High 3 In or
Out
Medium Raise the counter so the bottom of the sink basins are a minimum of 27”from the floor.
222
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Family The toilet in the Event Center family restroom is not compliant.The toilet is 20”from the
side wall while the required range is 16 18”.
604.2 Medium 3 In Medium Add material to the wall to extend it 2”minimum towards the toilet.
223
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Family The grab bars in the Event Center Family restroom are not compliant.The rear grab bar
is 2 too far to the closed side of the toilet.
604.5 Medium 3 In Low Remount grab bar so there is 12”to the closed side and 24”to the open side of the toilet.
224
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Family The toilet paper dispenser in the Event Center family restroom is not compliant.The
dispenser is mounted 1 and 12”from the front of the toilet which is outside of the 7
9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
225
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The counter and sinks in the Event Center men’s restroom are not compliant.The
bottom of the sink basins are 25 from the floor which is less than the 27”minimum.
606.3 High 3 In or
Out
High Raise the counter so the bottom of the sink basins are a minimum of 27”from the floor.
226
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The ADA stall in the Event Center men’s restroom is not compliant.The door is not self
closing and has a handle on the outside of the door only.The stall door is 4 from the
side wall which is over the 4”maximum.
604.8.1.2 Medium 3 In Medium Adjust the partition wall and door soi the door is no more than 4”from the side wall.Replace door
hinges so the door self closes.Add an ADA compliant door handle to the inside of the door.
227
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The toilet in the Event Center men’s restroom ADA stall is not compliant.The toilet is18
from the side walls while the required range is 16 18”.The toilet requires 6 pounds of
force to operate which is over the 5 pound maximum.
604.2,604.6 Medium 3 In High Adjust the flush control so that it requires no more than 5 pounds of force to operate.Add material
to the wall to extend it minimum towards the toilet.
228
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The Event Center men’s restroom ADA stall does not have a toilet seat cover dispenser
like the other stalls do including the ambulatory stall.
604.7 Low 3 In Low Mount a toilet cover dispenser near the toilet with a reach height from 15”48”and has adequate
space from the grab bars.Add a dispenser at a compliant height to the ADA stall.
229
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The Ambulatory stall in the Event Center men’s restroom is not compliant.The door is
not self closing and has a handle on the outside of the door only.
604.8.1.2 Medium 3 In Medium Replace door hinges so the door self closes.Add an ADA compliant door handle to the inside of the
door.
230
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The toilet in the Event Center men’s restroom ambulatory stall is not compliant.The
toilet has a seat height of 14 which is less than the 17”minimum.The toilet requires 6
pounds of force to operate which is over the 5 pound maximum.
604.4,604.6 High 3 In High Replace the toilet with an ADA one that has a seat height of 17 19”and has a flush control that
requires no more than 5 pounds of force to operate.
231
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center Men's
Public
The toilet paper dispenser in the Event Center men’s restroom ADA stall is not compliant.
The dispenser is mounted 1”and 8”from the front of the toilet which is outside of the 7
9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
232
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The counter and sinks in the Event Center event space east restroom are not compliant.
The bottom of the sink basins are 26 3/8”from the floor which is less than the 27”
minimum.
606.3 High 3 In or
Out
Medium Raise the counter so the bottom of the sink basins are a minimum of 27”from the floor.
233
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The toilet in the Event Center event space east restroom is not compliant.The toilet is 18
from the side wall while the required range is 16 18”.
604.2 Medium 3 In Medium Add material to the wall to extend it minimum towards the toilet.
234
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The toilet paper dispenser in the Event Center event space east restroom is not
compliant.The dispenser is mounted 6”and 12”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
235
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The grab bars in the Event Center event space east restroom ADA stall are not compliant.
The rear grab bar is too far to the closed side of the toilet.The toilet cover dispenser is
mounted 4 above the rear grab bar which is lower than the 12”minimum for object
above a grab bar.
604.5 Medium 3 In Medium Remount grab bar so there is 12”to the closed side and 24”to the open side of the toilet.Remount
toilet cover dispenser below the grab bar with a minimum of 1 between them.
236
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The counter and sinks in the Event Center event space west restroom are not compliant.
The bottom of the sink basins are 26 from the floor which is less than the 27”
minimum.
606.3 High 3 In or
Out
Medium Raise the counter so the bottom of the sink basins are a minimum of 27”from the floor.
237
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The toilet in the Event Center event space west restroom is not compliant.The toilet is 19
from the side wall while the required range is 16 18”.The flush control requires 7
pounds of force to operate which is over the 5 pound maximum.
604.4 High 3 In Medium Adjust the flush control so that it requires no more than 5 pounds of force to operate.Add material
to the wall to extend it 1 minimum towards the toilet.
238
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The toilet paper dispenser in the Event Center event space west restroom is not
compliant.The dispenser is mounted 2”and 12”from the front of the toilet which is
outside of the 7 9”range.
604.7 High 3 In Medium Remount toilet paper dispenser so there is a roll that is in the 7 9”range from the front of the toilet.
239
Fairgrounds/Event Center
1125 Rooftop Way
Restrooms Event Center event
space
The grab bars in the Event Center event space west restroom ADA stall are not compliant.
The rear grab bar is 1 too far to the closed side of the toilet.The toilet cover dispenser
is mounted 5 3/8”above the rear grab bar which is lower than the 12”minimum for
object above a grab bar.
604.5 Medium 3 In Medium Remount grab bar so there is 12”to the closed side and 24”to the open side of the toilet.Remount
toilet cover dispenser below the grab bar with a minimum of 1 between them.
240
Riverside Restroom Building 110
E.Riverside Dr.
Parking Lot East Riverside Parking Lot There are 43 parking spaces with 3 ADA spaces.None of the ADA spaces are sized or
marked for Van Accessible”.Based on the total space number,two ADA spaces are
required with one being van accessible.
208.2,502.2 High 1 In Medium Restripe the ADA parking space pair so that the left ADA space is van accessible and the right space is
a normal ADA space.Due to the angled parking space configuration,the van accessible space must
have the access aisle on the passenger side.
241
Riverside Restroom Building 110
E.Riverside Dr.
Parking Lot East Riverside Parking Lot The left ADA space has a cross slope in the middle measured at 2.1%which is over the 2%
maximum.
502.4 Low 1 Out High Regrade parking space so the slope is less than 2%in any direction.
242
Riverside Restroom Building 110
E.Riverside Dr.
Parking Lot East Riverside Parking Lot The right ADA space has a cross slope in the middle measured at 2.27%which is over the
2%maximum.
502.4 Low 1 Out High Regrade parking space so the slope is less than 2%in any direction.
243
Riverside Restroom Building 110
E.Riverside Dr.
Parking Lot East Riverside Parking Lot The access aisle for the SE corner ADA parking space is not connected to the accessible
route.There is a 1”vertical change due to no curb cut and makes the aisle and parking
space not connected to the accessible route.The aisle is also in a triangle shape with the
rear 76”in width and 166”in length.
502.3 High 1 In Medium Remove ADA parking space since only 2 are needed.Or grind down vertical change so there is a
maximum of vertical change.Access aisle is still non compliant and parking spaces would need to
be reconfigured to make it compliant.
244
Riverside Restroom Building 110
E.Riverside Dr.
Parking Lot East Riverside Parking Lot The ADA space in the SE corner near Casa Grande)does not have a sign for the parking
space.
502.6 High 1 In Low Add a sign,if space is staying.
245
Riverside Restroom Building 110
E.Riverside Dr.
Accessible Route Flagstone Sidewalks There are several spots where the gap between flagstone is 2”wide and up to 1
deep.
302.3 High 1 In or
Out
High Fill gaps between flagstone with crushed gravel compacted)or concrete.
246
Riverside Restroom Building 110
E.Riverside Dr.
Accessible Route Flagstone Sidewalks Flagstone walkways to and around restroom building have flagstone unlevel with vertical
changes measured at 1
303.2 High 1 Out High Level flagstone so there is no vertical change over Fill low areas or areas missing flagstone pieces
with crushed gravel compacted)or concrete.
247
Riverside Restroom Building 110
E.Riverside Dr.
Accessible Route Flagstone Sidewalks The flagstone around the steps to the raised area womens memorial)have vertical
changes of 2
303.2 High 1 Out High Level flagstone so there is no vertical change over Fill low areas or areas missing flagstone pieces
with crushed gravel compacted)or concrete.
248
Riverside Restroom Building 110
E.Riverside Dr.
Accessible Route North Side Restroom
Building
The accessible route outside the entry to the women’s restroom side of the building has a
cross slope of 2.27%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade area so the slope is less than 2%in any direction.
249
Riverside Restroom Building 110
E.Riverside Dr.
Curb Ramps East Riverside Parking Lot
By Playground
The curb cut for the ADA parking space pair is not compliant.The counter slope is 9.28%
which is over the 5%maximum.The running slope of the ramp was measured at 8.75%
9.45%which is over the 8.33%maximum.The right curb flare has a slope of 9.8%is close
to the 10%maximum for a curb ramp without a top landing.
405.2,406.2,406.3 High 1 Out High Redo curb ramp so that it is compliant with the 2010 ADA standards.
250
Riverside Restroom Building 110
E.Riverside Dr.
Ramps West side of restroom
building
The ramp to the women’s side of the restroom building is non compliant.The running
slope of the ramp is 11.22%which is over the 10%maximum for a ramp with 6+”height
rise.The bottom ramp landing has a slope of 3.84%and the top has a cross slope of
2.44%.
405.2,405.7 High 1 Out High Regrade ramp so the running slope is between 8.33%and 10%.Regrade ramp landings so the slope is
less than 2%in any direction.
251
Riverside Restroom Building 110
E.Riverside Dr.
Ramps Handrail West side of restroom
building
The ramp to the women’s side of the restroom building has a handrail on one side.
Handrails should be on both sides.The height of the handrail is 33 which is less than
the 34”minimum.The handrail does not extend past the bottom of the ramp.
405.8 Medium 1 Out Medium Redo existing handrail so that it is compliant.Add a second ADA compliant handrail to the other side.
252
Riverside Restroom Building 110
E.Riverside Dr.
Ramps North side of restroom
building
The ramp by the entry to the men’s side of the restroom building is not compliant.The
running slope of the ramp is 10.16%which is over the 10%maximum.The cross slope of
the ramp is 2.1%which is over the 2%maximum.The top landing has a slope of 2.44%
which is over the 2%maximum.There are no handrail present.
405.2,405.3,405.7 High 1 Out High Regrade ramp so the running slope is between 8.33%and 10%.The landings should have a slope of
less than 2%in any direction.Add an ADA compliant handrail to both sides of ramp.
253
Riverside Restroom Building 110
E.Riverside Dr.
Stairs East side of Women's
monument
The stairs to the raised area new women’s monument)are not compliant.There are no
handrails on either side.The landings at the top and bottom have non compliant vertical
changes,or have slope over 5%.
505.2,403.3,303.2 High 1 In or
Out
High Add handrails to both sides of stairs.Redo landings so the slope in any direction is less than 2%
maximum.
254
Riverside Restroom Building 110
E.Riverside Dr.
Entrances Women's side of
restroom
The entrance to the women’s side of the restroom building is not compliant.The
maneuvering space on the exterior of the building has a slope of 2.44%which is over the
2%maximum.The threshold has a total height of 3”made up of several sections of
material with the top beveled.The interior door handle is mounted with the bottom
of the handle 1”below the maximum height and the remainder of the handle above the
maximum height.
404.2.4,404.2.5,
404.2.7
High 1 In and
Out
High Regrade maneuvering space and accessible route directly outside the women’s entrance while raising
the slab to make the threshold no more than in height with the top beveled 1:2.The slab
should have a slope of less than 2%in any direction for the maneuvering space of the entrance.
Move the interior door handle down in height so the entire handle is 34”48”.
255
Riverside Restroom Building 110
E.Riverside Dr.
Entrances Men's side of restroom The entrance to the men’s side of the restroom building is not compliant.The slope
outside of the entry is 2.1%which is over the 2%maximum.The handles on both side of
the entry doors are mounted at a height where the majority of the handle is not
compliant.The door closes from 90°to 12°in 3.5 seconds which is less than the 5 second
minimum.
404.2.4,404.2.7,
404.2.8
Medium 1 In and
Out
High Regrade the surface outside the men’s entry so the slope is less than 2%in any direction.Move the
handles down in height so the entire handle is 34”48”.Adjust door closer so the door closes from
90°to 12°in 5 second minimum.
256
Riverside Restroom Building 110
E.Riverside Dr.
Signs Women's side of
restroom
The women’s entry sign on the door to the women’s side of the restroom building is not
compliant.The clear floor space has a slope of 2.1%which is over the 2%maximum.The
pictogram on the sign is too small measuring at 5 height for the field which is less than
the 6”minimum.Additionally,the sign has the international symbol for disability,but is
not wheelchair compliant nor ADA friendly.
703.4,703.6,703.7 Low 2 In and
Out
High The clear floor space will be fixed with corrective measure 15.The sign should be replaced with an
ADA compliant one that represents the current state of the restroom.
257
Riverside Restroom Building 110
E.Riverside Dr.
Signs Women's side of
restroom
The 24 hour restroom sign by the women’s entry is mounted at a non compliant height.
There is no braille or raised text present.
703.2,703.3 Low 2 In Low Replace sign with one that has raised text and braille and mount at compliant height with lowest
baseline at 48”minimum and highest baseline at 60”maximum.
258
Riverside Restroom Building 110
E.Riverside Dr.
Signs Men's side of restroom The men’s entry side on the door to the men’s side of the restroom building is not
compliant.The pictogram has a measurement of 5 which is less than 6”.
703.6 Low 2 In Low Replace sign with an ADA complaint one.
259
Riverside Restroom Building 110
E.Riverside Dr.
Signs Men's side of restroom The 24 hour restroom sign by the men’s entry is mounted at a non compliant height.
There is no braille or raised text present.
703.2,703.3 Low 2 In and
Out
High Replace sign with one that has raised text and braille and mount at compliant height with lowest
baseline at 48”minimum and highest baseline at 60”maximum.
260
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's The counter is not level.The right sink knee height is 27 while the middle and left are
26 The right sink is compliant and therefore the counter is compliant.
606.2 N/A 3 N/A N/A None
261
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's The right and middle soap dispensers have a counter support located directly beneath
them under the counter.The left soap dispenser is not compliant due to knee height
being too low.
309.2,306 Medium 3 In Medium Replace right counter support so the knee space is compliant for the right soap dispenser.
262
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's All three mirrors are mounted at a non compliant height.The right mirror has a bottom
reflective surface height of 44”,the middle is 43 5/8”,and the left is 43 The
maximum height for the lowest reflective surface of a mirror over a lavatory is 40”.
603.3 Medium 3 In High Lower the right mirror so the lowest reflective surface is 40”maximum.
263
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's There is no compliant ADA stall in the women’s side of the restroom building. 604.8 High 3 Out High Reconfigure restroom so there is an ADA compliant stall that is 59”deep and 60”wide.
264
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's There is an ambulatory type stall located in the women’s side of the restroom building.
The width of the stall is 41 which is outside of the required 35 37”width.The door is
not self closing.The door does not have pull handles.
604.8.2 High 3 In and
Out
High Reconfigure restroom so there is an ADA compliant stall that is 59”deep and 60”wide.Add ADA
compliant pull handles to stall door.Add self closing hinges to stall door.
265
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's The toilet in the ambulatory stall on the women’s side of the restroom building is
mounted 20 and 21 from the side walls.The flush button requires 23.5 pounds of
force which is over the 5 pound maximum.
604.4,604.6 High 3 In and
Out
High Reconfigure the stall wall(s)so the toilet is 17 19”from the side walls.Adjust the flush button so the
required force is less than 5 pounds.
266
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's There is no ADA grab bar on the rear of the women’s ambulatory stall.The left grab bar
is 52 from the rear wall and mounted at 26 in height.The right grab bar is
mounted at a height of 27 1/8”and extends 53”from the rear wall.
604.5 Medium 3 In Medium Add an ADA compliant grab bar to the rear wall.Adjust the left grab bar so it extends 54”from the
rear wall at a height of 33 36”.There should be 12”minimum between the top of the grab bar and
bottom of any object above.Remount grab bar so the height is 33 36”and extends 54”from the rear
wall.
267
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Women's The toilet paper holder is mounted to close to the front of the toilet.The first outlet is
10”behind the front of the toilet.The second outlet is 19”behind the front of the outlet.
604.7 High 3 In Low Remount the toilet paper holder so the first outlet is 7 9”from the front of the toilet.
268
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's The counter and sinks in the men’s side of the restroom building is not compliant.The
counter has a knee clearance height of 26 5/8”26 which is less than the 27”
minimum.
606.2 High 3 In Medium remount the counter or trim the bottom edge of the counter face so there is 27”minimum in knee
clearance height.
269
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's There is no compliant ADA stall in the men’s side of the restroom building. 604.8 High 3 Out High Reconfigure restroom so there is an ADA compliant stall that is 59”deep and 60”wide.
270
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's There is an ambulatory type stall located in the men’s side of the restroom building.The
width of the stall is 42 which is outside of the required 35 37”width.The door is not
self closing.The door does not have a pull handle on the outside.The maneuvering
depth is 41”which is less than the 42”minimum.
604.8.2 High 3 In and
Out
High Reconfigure restroom so there is an ADA compliant stall that is 59”deep and 60”wide.Add ADA
compliant pull handles to stall door.Add self closing hinges to stall door.
271
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's The toilet in the ambulatory stall on the men’s side of the restroom building is mounted
22”and 20”from the side walls.The flush button requires 14 pounds of force which is
over the 5 pound maximum.
604.2,604.6 High 3 In and
Out
High Reconfigure the stall wall(s)so the toilet is 17 19”from the side walls.Adjust the flush button so the
required force is less than 5 pounds.
272
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's There is no ADA grab bar on the rear of the men’s ambulatory stall.The left grab bar is
52”from the rear wall and mounted at 27”in height.The right grab bar is mounted at a
height of 26 and extends 51 from the rear wall.The right grab bar has the toilet
paper holder mounted 9 above which is less than the 12”minimum.
604.5 Medium 3 In Medium Add an ADA compliant grab bar to the rear wall.Adjust the grab bars so it extends 54”from the rear
wall at a height of 33 36”.There should be 12”minimum between the top of the grab bar and
bottom of any object above.
273
Riverside Restroom Building 110
E.Riverside Dr.
Restrooms Men's There is not an ADA compliant urinal present in the men’s side of the restroom building.
The closest ADA compliant urinal has a rim height of 18”which is over the 17”maximum.
The outer face is 12”from the rear wall which is less than the 13 minimum.
605.2 High 3 In Low Replace the right urinal with an ADA compliant one that is mounted with a rim height of 17”
maximum.
274
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The Wiest parking lot has 137 total parking space with four ADA parking spaces.None of
the spaces are marked or sized to be van accessible.According to table 208.2 the total
number of ADA parking spaces needed is five with one being a van accessible space.
208.2 High 1 In Medium Add an additional ADA parking space by the Moraine Avenue restroom building.One of these spaces
five ADA parking spaces needs to be a van accessible one.
275
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The ADA parking space in the upper section of the Wiest parking lot by the restroom
building is not compliant.The front of the space has a slope of 3.32%which is over the
2%minimum.Additionally,the space does not have an access aisle.Measuring 138
wide,the space is less than the 156”minimum.
502.4 High 1 In Medium Restripe the east row of the Wiest parking lot upper section so there is an ADA compliant parking
space with access aisle.Following corrective action 1,add the additional ADA parking space needed
at this time.
276
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The right ADA parking space in the lower section of the Wiest parking lot is not compliant.
The width of the space is 93 which is less than the 96”minimum.The slope of the
space ranges from 3.5%to 5.77%which is over the 2%maximum.The cross slope ranges
from 2.1%to 2.44%which is over the 2%maximum.The parking space is not connected
to the accessible route.
502.2,502.4,502.3 High 1 Out and
In
High The parking space needs to be restriped so the width is 96”minimum.The space needs to be
regraded so the slope is less than 2%in any direction.A curb ramp needs to be added to the access
aisle so that space is connected to the accessible route.
277
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The middle ADA parking space in the lower section of the Wiest parking lot is not
compliant.The slope of the space ranges from 2.1%to 3%which is over the 2%
maximum.The cross slope in the middle of the space is 3.67%which is over the 2%
maximum.The space is not connected to the accessible route.
502.4,502.3 High 1 Out High Regrade the parking space so the slope is less than 2%in any direction.Add a curb ramp to the access
aisle so it is connected to the accessible route.
278
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The left ADA parking space in the lower section of the Wiest parking lot is not compliant.
The slope ranges from 2.44%to 4.37%which is over the 2%maximum.The cross slope of
the front of the space is 2.8%which is over the 2%maximum.The space is not connected
to the accessible route.
502.4,502.3 High 1 Out High Regrade the space so the slope is less than 2%in any direction.Add a curb ramp to the access aisle so
it is connected to the accessible route.
279
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The right ADA parking space access aisle in the lower section of the Wiest parking lot is
not compliant.The aisle has a slope that ranges from 2.44%to 4%which is over the 2%
maximum.The aisle is not connected to the accessible route due to a curb.
502.4,502.3 High 1 Out High Regrade aisle so the slope is less than 2%in any direction.Add a curb ramp to connect the access
aisle to the accessible route.
280
Moraine Ave Restroom Building
215 Moraine Ave.
Parking Lot Wiest Parking Lot The left ADA parking space access aisle in the lower section of the Wiest parking lot is not
compliant.The aisle has a slope that ranges from 3.67%to 5.42%which is over the 2%
maximum.The aisle has a cross slope that range from 3.84%to 5.42%which is over the
2%maximum.The aisle is not connected to the accessible route.
502.4,502.3 High 1 Out High Regrade aisle so the slope is less than 2%in any direction.Add a curb ramp to connect the access
aisle to the accessible route.
281
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route Around Moraine Ave
restroom building
There is a 6”gap in the sidewalk on the SE corner of the restroom building.The gap is 1”
deep and has a 3 hole vertical shaft a few feet deep)in the middle of it.
302.3 High 1 Out or
In
Medium If access is needed,add a cap.Otherwise cover the opening so there is no vertical change or opening
in the ground.
282
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the northern edge of the Wiest parking lot that is north of the building
on the north east corner of the lot has non compliant elements.The section that heads
downhill towards Moraine Avenue has two large drain grates in the middle of it.These
grates have openings in them that are 1 wide.One of the grates has the openings
elongated with the direction of travel.
302.3 High 1 In Low Replace grates with ones that have openings less than wide.
283
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the northern edge of the Wiest parking lot that is north of the building
on the north east corner of the lot has non compliant elements.There is a gap between
the slabs that was sealed in the past,but is open that is to 2”in width and over 5”in
length.It is elongated in the direction of travel.
302.3 High 1 In Medium Fill with concrete with no vertical changes over
284
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The concrete bridge on the north side of the Wiest parking lot lower section has vertical
changes that are not compliant.There are vertical changes of to 1”on the north side
and to on the south side.
303.2 High 1 Out Medium Grind down the vertical changes at a 1:2 slope to less than vertical change.
285
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route On the southeast and northwest of restroom building the sidewalk has seams between
the concrete slabs that is crumbling and creating some vertical changes around
303.2 Medium 1 Out or
In
Low Fill or grind down these gaps where no vertical changes over is present.Grinding to be done at a
1:2 ratio.
286
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk that connects the upper Wiest parking lot motorcycle parking section to the
moraine avenue sidewalk has a valve cap that has sunken creating a vertical change of
303.2 Medium 1 Out or
In
Medium Raise cap or grind down edge at a 1:2 slope UPDATE:Section was repoured 8/26/2021 and the vertical change issue has been resolved.
287
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk along the west side of Moraine Avenue has non compliant vertical changes
between the picnic area and the ramp on the northeast corner.There is a brick edging
that has sunken next to an electrical box and has 1”to 1 vertical changes.
303.2 Medium 1 Out or
In
Medium Level brick pavers so vertical changes are less than
288
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the north side of the Wiest parking lot middle section has a concrete slab
that has sunken creating vertical change of to 1 which is over the maximum.
303.2 Medium 1 Out Medium Remove and repour slab so vertical changes are less than in any direction OR grind down edge at a
1:2 slope.
289
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the northern edge of the Wiest parking lot that is north of the building
on the north east corner of the lot has non compliant elements.There is a sunken
concrete slab that is creating vertical change of to 1 which is over the maximum.
303.2 Medium 1 Out Medium Remove and repour slab so vertical changes are less than in any direction OR grind down edge at a
1:2 slope.
290
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the north side of the Wiest parking lot lower section has flagstone edging
with some missing creating vertical changes of 1”to 1
303.2 High 1 Out or
In
Medium Replace missing flagstone and fill non compliant gaps between pavers as well as seal them in place.
291
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk on the west side of the restroom building has section with a 2.27%cross
slope which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so the cross slope is less than 2%.
292
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk/plaza on the south side of the restroom building has a cross slope ranging
from 2.44%to 4%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade the sidewalk/plaza so the cross slope is less than 2%and the running slope no more than 5%.
293
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The sidewalk/plaza on the east side of the restroom building along Moraine Avenue has a
cross slope ranging from 2.44%to 4.1%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade the sidewalk/plaza so the cross slope is less than 2%and the running slope no more than 5%.
294
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The picnic area on the north side of the building has a cross slope of 2.62%which is over
the 2%maximum.
403.3 Medium 1 Out High Regrade the picnic area so the cross slope is less than 2%.
295
Moraine Ave Restroom Building
215 Moraine Ave.
Accessible Route The plaza area on the north side of the Wiest parking lot upper section by the dumpster
and rear of Green Jeep tours”has a slope of 4.5%to 5.94%which is over the 5%
maximum.The landing area for the plaza/sidewalk has a cross slope of 2.3%which is
over the 2%maximum.
403.3 Medium 1 Out High Regrade this entire area so the running slope is no more than 5%and any cross slope is less than 2%.
296
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp at the front of access space one is not compliant.The curb ramp is useless
when a car is parked in the space since it is blocked by the car.The curb ramp itself has a
slope of 8.4%to 10.5%which is over the 8.33%maximum.The ramp flares have a slope
of 16.4%for the left one and 20.9%for the right one.The landing area has a cross slope
of 2.6%.
405.2,406.3,406.4 Medium 1 Out High The curb ramp should be removed and move one space to the north for the new access aisle from
corrective measures 1 and 2.The aisle will be shared by two access parking spaces.
297
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp to the south of access space 1 is not compliant.The slope of the ramp is
8.4%to 10.5%which is over the 8.33%maximum.The entry to the ramp is only 24”
which is less than the 36”minimum due to the shape and vertical changes.The front of
the curb ramp has vertical change of to The surface of the ramp is rough with
deep gaps that are to 1”wide.
405.2,405.5,303.2,
302
Low 1 Out Medium Remove curb ramp and replace with a standard curb.Access to the restroom would be through the
access aisle from corrective measures 1,2,and 23.
298
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp on the east side of the crosswalk by the entry road to the lower section of
the Wiest parking lot is not compliant.There is a vertical lip at the bottom of the
ramp.The landing for the ramp has a slope of 4.7%to 4.9%and a cross slope of 2.6%to
3.5%which are over the 2%maximum.
303.2,406.4 High 1 Out High The curb ramp needs the front ground down at a 1:2 slope so there is less than vertical change.
The landing area needs to be regraded so the slope is less than 2%in any direction.
299
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp on the west side of the crosswalk by the entry road to the lower section of
the Wiest parking lot is not compliant.The ramp slope is 8.4%to 9.45%which is over the
8.33%maximum.The cross slope of the ramp is 2.1%which is over the 2%maximum.
There is no landing and the ramp has flares of 17.45%for the left flare and 8.9%for the
right one.With no landing,the maximum slope for the flares is 8.33%which both are
over.
405.2,406.3,406.4 High 1 Out Medium The curb ramp needs to be redone to ADA compliant standards.The flares need to be regraded so
the slope is less than 8.33%for both.Due to the dumpster enclosure,a ramp landing cannot be
added.
300
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp Moraine Ave Crosswalk The west curb ramp for the crosswalk by the restroom building that crosses Moraine
Avenue is not compliant.The cross slope of the ramp is 2.6%to 3.67%which is over the
2%maximum.The ramp landing has a slope of 3.3%to 3.5%and a cross slope of 2.4%to
5.1%which are over the 2%maximum.
405.2,406.4 High 1 Out High The curb ramp and landing need to be redone to ADA compliant standards.
301
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp on the south eastern corner of the restroom building which is the north
curb ramp for the upper Wiest entry crosswalk is not compliant.The cross slope of the
ramp is 2.8%to 4.2%which is over the 2%maximum.The ramp landing has a slope of
2.1%which is just over the 2%maximum.
405.2,406.4 High 1 Out High The curb ramp and landing need to be redone to ADA compliant standards.
302
Moraine Ave Restroom Building
215 Moraine Ave.
Curb Ramp The curb ramp in the middle of the Wiest lot by the concrete bridge has a non compliant
landing.The landing has a slope of 7.34%to 7.87%which is over the 2%maximum.
406.4 Medium 1 Out High Regrade landing may need to remove curb ramp entirely)so the slope is less than 2%in any
direction.
303
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps Wood Bridge on west end
of Wiest lot
The wood bridge on the west end of the lower Wiest parking lot section has a slope of
8.75%to 12.46%for the east half and is considered a ramp.There are no handrails
present nor a curb barrier.The slope of the east landing is 3.14%which is over the 2%
maximum.The slope for the west landing is 5.4%to 5.94%which is over the 2%
maximum.
405,40537,405.8 High 1 Out High Both landings need to be regraded so the slope is less than 2%in any direction.ADA compliant
handrails need to be added to both sides of the bridge.A curb barrier needs to be added to the
bottom railing of the bridge.
304
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps The sidewalk on the upper Wiest parking lot section that connects the motorcycle parking
area to the Moraine Avenue sidewalk has a slope of 9.28%to 15.48%which makes this
section a ramp.There are no handrails present.The top ramp landing has a slope of
2.27%which is over the 2%maximum.The bottom ramp landing has a slope of 1.92%
and a cross slope of 8.4%which is over the 2%maximum.
405,405.7,405.8 Medium 1 Out Medium Remove section of sidewalk.Add a curb ramp to the sidewalk on the south side of the motorcycle
parking so this area connects to the accessible route.
305
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps The sidewalk along Moraine Avenue from the picnic area to the ramp has a slope of 7.2%
to 10.7%which makes it a ramp.There are no handrails present.The top ramp landing
has a slope of 5.77%and a cross slope of 5.6%which are over the 2%maximum.The
bottom ramp landing has a slope of 8.57%and a cross slope of 2.97%which is over the
2%maximum.
405,405.7,405.8 High 1 Out High Regrade landings so they are less than 2%slope in any direction.Add ADA compliant handrails to
both sides of the sidewalk.
306
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps The sidewalk on the northern edge of the Wiest parking lot that is north of the building
on the north east corner of the lot has the middle section with a slope of 14.4%to 17.1%
which makes it a ramp.There are no handrail present.The bottom ramp landing has a
cross slope of 3.5%which is over the 2%maximum.
405,405.7,405.8 High 1 Out Medium Add ADA compliant handrails to both sides of the ramp.Regrade the bottom ramp so the slope is less
than 2%in any direction.
307
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps The concrete bridge by the lower section of the Wiest parking lot has a slope of 4.7%to
9.3%which makes it a ramp.There are no handrails present.The north landing has a
slope of 2.62%which is over the 2%maximum.
405,405.7,405.8 High 1 Out High Add handrails to both sides of the bridge.Regrade the north landing so the slope is less than 2%in
any direction.
308
Moraine Ave Restroom Building
215 Moraine Ave.
Ramps The sidewalk on the north side of the Wiest parking lot middle section has a slope of
4.72%to 8.75%which makes it a ramp.There are no handrail present.The bottom
landing is 56”wide which is not as wide as the ramp of 72”wide.
405,405.7,405.8 High 1 Out High Add ADA compliant handrails to both sides of the ramp.
309
Moraine Ave Restroom Building
215 Moraine Ave.
Entrances Women's The women’s restroom entrance is not compliant.The door is recessed 50”and has
maneuvering space width of 4”.The minimum maneuvering clearance is 12”wide.The
kickplate has a height of 9 which is less than the 10”minimum.
404.2.4,404.2.10 High 1 Out Medium Replace kickplate with one that is 10”high minimum.Add an ADA door opener for the entry door.
Locate the push button where there is compliant clear floor space.
310
Moraine Ave Restroom Building
215 Moraine Ave.
Entrances Men's The men’s restroom entrance is not compliant.The door is recessed 50”and has
maneuvering space width of 2”.The minimum maneuvering clearance is 12”wide.The
slope on the outside of the entrance is 3.32%which is over the 2%maximum.The door
closes from 90°to 12°in 4.5 seconds which is less than the 5 second minimum.The
kickplate is 9”high which is less than the 10”minimum.
404.2.4,404.2.8,
404.2.10
High 1 Out High Replace kickplate with one that is 10”high minimum.Add an ADA door opener for the entry door.
Locate the push button where there is compliant clear floor space.Regrade outside of the entrance
so the slope is less than 2%in any direction.Adjust the closer so door shuts in 5 seconds minimum.
311
Moraine Ave Restroom Building
215 Moraine Ave.
Signs Men's The men’s side entrance door sign does not have compliant clear floor space with the
slope measured at 3.32%which is over the 2%maximum.
703.4 Medium 2 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
312
Moraine Ave Restroom Building
215 Moraine Ave.
Controls Moraine Ave Crosswalk The crossing lights push button on the west side of the crosswalk across Moraine Ave by
the restroom building is not compliant.The button has clear floor space that is 16”deep
which is less than the 48”minimum.Additionally,the clear floor space is raised 4”above
the sidewalk/curb ramp.
309.2 High 1 Out High Remove raised section so the clear floor space is level at less than 2%slope in any direction.
313
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Women's The hand dryers in the women’s side of the restroom building is not compliant.The clear
floor space has a depth of 44”which is less than the 48”minimum.
309.2 High 3 Out Medium Move one hand dryer to a location that has clear floor space of 30”wide and 48”deep.
314
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Women's The ADA stall in the women’s side of the restroom building has the stall wall height from
the floor to be 4 3/8”for the side wall and 5 3/8”for the door.These measurements are
below the 9”minimum.
604.8.1.4 Medium 3 Out High Adjust/Modify partitions of ADA stall so the clearance from the ground to the bottom of the
partition/door is 9”minimum.
315
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Women's The rear grab bar in the women’s ADA stall is not compliant.The grab bar is 11 to the
closed side of the toilet which is just under the 12”minimum with 24”to the open side.
604.5 Low 3 In Low Remount grab bar so there is 24”to the open side and 12”to the closed side.
316
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Men's The hand dryers in the men’s side of the restroom building is not compliant.The clear
floor space has a depth of 42 and 43 which are less than the 48”minimum.
309.2 High 3 Out Medium Move one hand dryer to a location that has clear floor space of 30”wide and 48”deep.
317
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Men's The ADA stall in the men’s side of the restroom building has the stall wall height from the
floor to be 4 for the side wall and 5 for the door.These measurements are below
the 9”minimum.The door self closes half way and not fully.
604.8.1.2,604.8.1.4 Medium 3 Out Medium Adjust/Modify partitions of ADA stall so the clearance from the ground to the bottom of the
partition/door is 9”minimum.Adjust door so it is self closing fully.
318
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Men's The urinals on the men’s side have stall widths of 29”and 29 which are less than the
30”minimum.
605.3 Medium 3 Out Medium Adjust stall wall of right urinal Left not compliant due to rim height of urinal)so it is 30”wide
minimum.
319
Moraine Ave Restroom Building
215 Moraine Ave.
Restrooms Men's The grab bars in the men’s ADA stall are mounted at a height of 38 1/8”which is over the
36”maximum.
604.5 Medium 3 In Medium Remount grab bars to a height of 33”to 36”.
320
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Parking Lot Pika Lot The ADA parking space in the Pika lot is not signed as a Van Accessible”space even
though it is the appropriate size.
502.6 Low 1 In Low Add Van Accessible”sign to the parking lot sign
321
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Parking Lot Spruce Lot The spruce parking lot does not have the compliant number of ADA parking spaces.
There is one space located in the spruce parking lot while there are 44 total parking
spaces.This number of spaces requires 2 ADA parking spaces with one being a Van
Accessible”space.
208.2 High 1 In Medium Add an additional ADA parking space so there is one regular ADA space and one Van Accessible”ADA
space.
322
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Parking Lot Spruce Lot The spruce parking lot ADA space is not compliant.It has a slope that ranges from 6.3%
to 8.05%which are well above the 2%maximum.The cross slope ranges from 3.67%to
7.17%which is over the 2%maximum.The ADA space is not connected to the accessible
route.
502.3,502.4 High 1 Out High Regrade parking space so the slope is less than 2%in any direction.
323
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Parking Lot Spruce Lot The spruce parking lot ADA space access aisle is not compliant.The slope of the access
aisle ranges from 5.4%to 9.45%which is over the 2%maximum.The aisle is not
connected to the accessible route due to no curb ramp present.
502.3,502.4 High 1 Out High Regrade aisle so the slope is less than 2%in any direction.Add a curb ramp to front of aisle to
connect it to the accessible route.
324
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Bus Stop Along W.Elkhorn Ave. The bus loading zone on the south side of the Tregent Park restroom building is not
compliant.The loading zone has a slope of 2.44%in the middle of the zone which is over
the 2%maximum.The cross slope ranges from 2.6%to 4.2%which is over the 2%
maximum.The alighting area has a slope of 3.32%to 4.2%which is over the 2%
maximum.
810.2 High 1 Out High Regrade loading and alighting zones so the slope is less than 2%in every direction to the extent
possible.
325
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Elkhorn Ave.Spruce Dr. There is a water valve cap in the middle of the sidewalk by the Elkhorn Ave and Spruce
Dr.intersection.The gap around the valve is not compliant and the cap is creating a non
compliant vertical change.The opening around the cap is to wide and is elongated
with the dominate travel direction is some places.The cap projects 3/8”above the
sidewalk surface and is not beveled.
302.3,303.2 Medium 1 Out or
In
Medium Add concrete or some surface material that will be stable,firm,and slip resistant around cap to fill
opening and reduce to cap projection to less than with the running slope is less than 5%and the
cross slope less than 2%in all directions.
326
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Lot There is a water valve cap in the spruce parking lot ADA parking space.The cap projects
1”above the parking lot surface which is over the maximum.
303.2 High 1 Out or
In
Medium Add concrete or some surface material that will be stable,firm,and slip resistant around cap to
reduce the cap projection to less than with the running slope is less than 5%and the cross slope
less than 2%in all directions.
327
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Lot The sidewalk on the south side of the spruce lot complex has several slabs that are
heaving and sinking,creating non compliant vertical changes.
303.2 High 1 Out High Repour sidewalk sections that have heaved or sunken to make sure there is no vertical change over
Could also grind down vertical changes but will need to watch the slopes and cross slope that are
created to make sure the sidewalk stays in compliance.Part of it fixed 8/26/2021
328
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Dr. The sidewalk along Spruce Dr.has a non compliant vertical change on the north side of
the roadway bridge.The vertical change is 7/8”which is over the maximum.
303.2 Medium 1 Out Medium Repour or grind down so the vertical change is less than with the running slope less than 5%and
the cross slope less than 2%.
329
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Dr. The sidewalk along Spruce Dr.has a non compliant vertical change on the south side of
the roadway bridge.
303.2 Medium 1 Out Medium Repour or grind down so the vertical change is less than with the running slope less than 5%and
the cross slope less than 2%.
330
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Dr. The are non compliant vertical changes on the Spruce Dr.sidewalk south of the roadway
bridge by the curb ramp to cross Spruce Dr.Concrete section has sunken creating a
vertical change of to 1 which is over the maximum.
303.2 High 1 Out Medium Repour triangle section to reduce vertical change to less than as well as make sure the landing is
compliant for the curb ramp at 36”and same width as the ramp for the full length.
331
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Elkhorn Ave.Spruce Dr. The sidewalk area by the Elkhorn Ave and Spruce Dr intersection has brick edging that has
sunken and is creating non compliant vertical changes.These vertical changes were
measured at to 1”which is over the maximum.
303.2 High 1 Out or
In
High Level brick pavers so the vertical change is maximum.
332
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Along W.Elkhorn Ave. The sidewalk along Elkhorn Ave has a broken area by the bus stop that creates a vertical
change or to
303.2 High 1 Out or
In
Medium Pull broken pieces and fill gap with new concrete.
333
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route East of Restroom building One of the concrete slabs in front of the Tregent Park restroom entrances has sunken
creating a vertical change of to 1”which is over the maximum.
303.2 High 1 Out High Pull and repour slab part that has sunken to reduce the vertical change to less than It appears this
has been done a couple times in different section,so may be worthwhile to repour the entire area
outside the restroom entries to limit the issue from occurring again in the future.
334
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route North of Restroom
Building
The sidewalk on the north side of the Tregent Park restroom building has a vertical
change of which is over the maximum.
303.2 Medium 1 Out Medium Repour the concrete section that has sunken.
335
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route East of Restroom building The top of the ramp to the lower picnic area has concrete sections that heaved as well as
brick pavers that have sunken creating a to 1 vertical change which is over the
maximum.
303.2 High 1 Out Medium Grind down concrete and level pavers.
336
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route East of Restroom building The eastern stairs to the upper pavilion section have a vertical change at the top
measuring 1 1/8”which is over the maximum.
303.2 High 1 Out High Ground down to less than vertical change at no steeper than a 2%grade.
337
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route East of Restroom building The is a non compliant vertical change by the artificial turf area.The transition from the
artificial turf to the concrete sidewalk is 1 which is over the maximum.
303.2 Medium 1 Out Medium Regrade the turf edge and/or grind the sidewalk edge to reduce the vertical change to maximum.
338
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route East of Restroom building There is a section of concrete slab in front of the restroom building that has broken and
sunken creating a non compliant vertical change of
303.2 Medium 1 Out Medium Pull broken piece and repour concrete.
339
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Dr. The sidewalk along Spruce Dr.south of the roadway bridge has a section that was cutout,
removed,and put back.This section has broken and has a vertical change of The gaps
between the sections are
302.3,303.2 N/A N/A N/A N/A Concrete section was repoured in Dec 2021
340
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route North of Restroom
Building
The sidewalk on the north side of the pedestrian bridge from the Spruce parking lot to the
Tregent Park restrooms is not compliant.The sidewalk has a slope of 5.1%to 9.3%with
areas that are up to 12.5%which are over the 5%maximum running slope.The cross
slope was measured up to 13.5%which is well over the 2%maximum.
403.3 High 1 Out High Regrade/Reconfigure sidewalk to the running slope is no more than 5%and the cross slope is no more
than 2%.
341
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Spruce Dr. The sidewalk on the east side of the Spruce Dr.roadway bridge has a cross slope of 3%to
3.7%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so the cross slope is no more than 2%.
342
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Along W.Elkhorn Ave. The sidewalk along Elkhorn Ave on the south side of Tregent Park restroom building has a
cross slope up to 4.7%which is over the 2%maximum.
403.3 High 1 Out High Regrade sidewalk so the cross slope is less than 2%.
343
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route West of Restroom
Building
The sidewalk along the north side of the Pika parking lot is not compliant.There are
sections that have heaved or sunken creating non compliant slopes and cross slopes.The
sidewalk was measured to have a slope up to 5.1%and a cross slope up to 4.7%.
403.3 High 1 Out High Regrade the sidewalk so the running slope is less than 5%and the cross slope is less than 2%.
344
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Accessible Route Along W.Elkhorn Ave. The sidewalk along Elkhorn south of Tregent Park picnic and lawn areas has non
compliant cross slopes.The cross slope was measured to be up to 4.9%which is over the
2%maximum.Additionally,the sidewalk has brick pavers along the edges that have
sunken or heaved that have created cross slopes of 3.8%to 6.1%.
403.3 High 1 Out High Regrade concrete and level brick pavers so the cross slope is less than 2%.
345
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Pika Lot The curb ramp on the south east corner of the Pika lot by the ADA parking space is not
compliant.The slope is 14.9%to 15.3%which is over the 5%maximum.The right ramp
flare has a 61.3%slope which is well over the 10%maximum when a landing is present.
405.2,406.3 High 1 Out Medium Redo curb ramp so that it is compliant with a running slope less than 5%,a cross slope less than 2%,
and compliant ramp flares.
346
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Spruce Lot The curb ramp on the south east corner of the Spruce lot parking complex is not
compliant.The curb ramp has a counter slope of 8.9%which is over the 5%maximum.
The ramp has a cross slope of 2.3%and a running slope of 7.7%which are over the 2%
and 5%maximums.The landing for the curb ramp has a slope of 4.9%to 5.4%which is
over the 2%maximum.The cross slope of the landing is 2.1%to 2.3%which is over the
2%maximum.
406.2,405.2,406.4 High 1 Out High Redo the curb ramp so the gutter counter slope is 5%maximum.The ramp running slope need to be
less than 5%and the cross slope less than 2%.The landing needs to be regraded so the slope and
cross slope are less than 2%in any direction.
347
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Spruce Lot The curb ramp on the SW corner of the spruce lot is not compliant.There is a vertical
change of 3/8”to 1”at the base of the curb ramp.The counter slope is 5.07%which is
just over the 5%maximum.The ramp slope is 6.1%to 10%which is over the 5%
maximum.The cross slope is 2.44%to 5.94%which is over the 2%maximum.The right
curb ramp flare has a slope of 14.2%which is over the 10%maximum.The curb ramp
landing has a cross slope of 7.3%to 8.05%which is over the 2%maximum.
303.2,406.2,405.2,
406.4
High 1 Out High The curb ramp needs to be redone so there is no vertical change over the gutter counter slope
and ramp running slope are less than 5%,the cross slope is less than 2%,and the ramp landing has a
slope of less than 2%in any direction.
348
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Pika Lot The curb ramp that is northwest of the Pike lot and is the east curb ramp for the Spruce
Dr.crosswalk is not compliant.The curb ramp has a running slope of 6.1%to 14.4%
which is over the 5%maximum.The cross slope is 4%to 4.9%which is over the 2%
maximum.The left ramp flare has a slope of 11.6%which is over the 10%maximum.The
ramp landing is awkward shaped/sized and has slope of 2.3%to 2.6%with a cross slope
of 4.7%which are over the 2%maximums.
405.2,406.3,406.4 High 1 Out High The curb ramp needs to be redone so there is no vertical change over the gutter counter slope
and ramp running slope are less than 5%,the cross slope is less than 2%.The ramp landing needs to
be redone so it is the same width of the ramp for the entire length of the landing and has a slope of
less than 2%in any direction.
349
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Pika Lot The curb ramp on the west end of the Pike lot on the north side of the crosswalk is not
compliant.The running slope is 6.3%to 8.75%which is over the 5%maximum.The cross
slope is 3.14%which is over the 2%maximum.The ramp landing has a slope of 5.4%to
6.64%which is over the 2%maximum.
405.2,406.4 High 1 Out High The curb ramp needs to be redone so the ramp running slope is less than 5%and the cross slope is
less than 2%.The ramp landing needs to be redone so the slope of less than 2%in any direction.
350
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Curb Ramp Elkhorn Ave.Spruce Dr. The curb ramp on the east side of the Elkhorn Ave and Spruce Dr intersection is not
compliant.The counter slope is 5.77%which is over the 5%maximum.The running slope
is 8.2%to 9.3%which is over the 5%maximum.The cross slope is 1.9%to 3.3%with the
maximum of 2%allowed.The left ramp flare has a slope of 12.6%which is over the
8.33%maximum due to not having a compliant landing.The ramp landing has a length of
29”to 58”with the minimum being 36”while having the same width as the ramp.The
landing has a slope of 6.3%to 7.9%and a cross slope of 3%which are over the maximum
of 2%
406.2,405.2,406.3,
406.4
High 1 Out High The curb ramp needs to be redone so the gutter counter slope and ramp running slope are less than
5%,the cross slope is less than 2%.The ramp landing needs to be redone so it is the same width of
the ramp for the entire 36”minimum length of the landing and has a slope of less than 2%in any
direction.
351
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Ramps East of Restroom building The ramp from the Tregent Park restroom building to the lower picnic and lawn areas is
not compliant.The ramp has a slope of 4.4%to 7.7%for the top half and 10.5%to
11.75%for the bottom half with a compliant range of 8.33%to 10%.The ramp has a
cross slope of 4%to 6.1%for the top half while the bottom half cross slope is 0.5%to
1.75%and the maximum is 2%.There is no handrail present.The landing at the top of
the ramp has a slope of 3%which is over the 2%maximum.
405.2,405.7,405.8 High 2 Out High Redo the ramp so the running slope is between 8.33%and 10%with a cross slope less than 2%.Add
ADA compliant handrails to both sides of the ramp.Regrade the landing so the slope is less than 2%
in any direction.
352
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Ramps North of Restroom
Building
The bridge from the Spruce parking lot to the Tregent Park restrooms has a curve to the
surface that creates a running slope of 4.4%to 7.87%which makes it a ramp.There are
no handrails present.The north landing has a slope of 5%to 13.5%which is over the 2%
maximum.The north landing has a cross slope of 13.5%which is over the 2%maximum.
The south landing has a slope up to 3.67%which is over the 2%maximum.
405.2,405.7,405.8 Medium 2 Out High Add ADA compliant handrails to both sides of the bridge.Regrade the landings so the slope is less
than 2%in any direction.
353
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The main stairs on the south side of the pavilion from the restroom building to the river
are not compliant.Due to the stair design,the tread depths are not uniform is some
places.There in only one handrail on the north side of the stairs.The handrail has a
height at the bottom of the stairs of 38 which is over the 38”maximum.The handrail
extends 6”beyond the bottom riser nosing which is less than the 11”minimum.The top
of the handrail does not return to the wall and instead just ends.
504.2,505 Medium 2 Out Medium Add/Replace with ADA compliant handrails on both sides of the stairs.
354
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The stairs on the east side of the pavilion that lead from the pavilion to the river are not
compliant.Due to the design of the stairs,the tread depths are not uniform.There are
no handrails present.
504.2,505 Medium 2 Out Medium Add ADA compliant handrails to both sides of the stairs.
355
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The stairs on the west side of the pavilion that lead to the upper pavilion portion are not
compliant.The risers are not uniform with one at 5”and the other at 5 There are no
handrails present.
504.2,505 Medium 2 Out Medium Redo stairs so the riser heights are uniform.Add ADA compliant handrails to both sides of the stairs.
356
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The stairs on the east side of the pavilion that lead to the upper pavilion portion are not
compliant.There are no handrails present.
505 Medium 2 Out Medium Add ADA compliant handrails to both sides of stairs.
357
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The upper section of stairs from lower area to river are not compliant.There are no
handrails present.
505 Medium 2 Out Medium Add ADA compliant handrails to both sides of stairs.
358
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs East of Restroom building The lower section of stairs from lower area to river are not compliant.There are no
handrails present.
505 Medium 2 Out Medium Add ADA compliant handrails to both sides of stairs.
359
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Stairs Along W.Elkhorn Ave. The stairs from the Elkhorn Ave sidewalk to the picnic area are not compliant.There are
no handrails.
505 Medium 2 Out Medium Add ADA compliant handrails to both sides of stairs.
360
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Entrances Women's and Men's The walls for both entrances are angled and create an awkward maneuvering clearance
area.The women’s side has a depth of 26
404.2.4 Medium 3 Out Medium Add ADA door openers to entry doors.
361
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Signs Women's The sign on the women’s entrance door is not compliant.The pictogram height is 5
while the minimum is 6”.Additionally,the sign has the international symbol for
accessibility on it while there is no ADA compliant stall in the restroom.
703.6,703.7 Low 3 In Low Replace with an ADA compliant sign that reflects the current ADA status of the restroom.
362
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Signs Men's The sign on the men’s entrance door is not compliant.The pictogram height is 5 while
the minimum is 6”.Additionally,the sign has the international symbol for accessibility on
it while there is no ADA compliant stall in the restroom.
703.6,703.7 Low 3 In Low Replace with an ADA compliant sign that reflects the current ADA status of the restroom.
363
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Water Fountains East side of Restroom
Building
The water fountain clear floor space has a slope of 5.4%which is over the 2%maximum.
There is only one water fountain set at a sitting height.The spout is 14 from the rear
support which is less than the 15”minimum.
602.2,602.7 Medium 3 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.Replace with an ADA
compliant one and add a second water fountain at a standing height that is ADA compliant.
364
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Women's The women’s restroom counter and sink drains are not compliant.The counter height is
35”which is over the 34”maximum.The drain pipes are not insulated.
606.3,606.5 High 3 In or
Out
Medium Adjust or replace counter top so the height of the top is 34”maximum.Add pipe insulation to drain
pipes.
365
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Women's The hand dryers in the women’s restroom have a clear floor space slope of 2.1%and
2.6%which is over the 2%maximum.
309.2 Medium 3 Out High Regrade the floor so the maximum slope is 2%in any direction.
366
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Women's The ambulatory/ADA stall in the women’s restroom is not compliant.The stall
dimensions are 45 wide and 66 deep.An ambulatory stall width is 35 37”and an
ADA stall is 60”wide minimum.This stall does not meet either type and is not compliant.
Additionally,the door is not self closing and does not have ADA pull handles on either
side.The door opens to 75°maximum due to the sidewall.The door has 14 clearance
from the floor,but the walls are solid from the ground up.
604.8 High 3 Out High Remove solid walls and replace with partition walls.Make stalls appropriate size with one measuring
60”wide and 56”deep.There should be 9”of clearance from the floor to the bottom of the
partitions.The door should have ADA pull handles on each side and be self closing.
367
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Women's The toilet located in the women’s ambulatory/ADA stall is not compliant.The toilet is 22
and 23”from the side walls which is outside the 16 18”for ADA stall and 17 19”for an
ambulatory stall.The toilet seat is 20”high from the floor.The flush control requires 7
pounds of force and is not on the open side.
604.2,604.4,604.6 High 3 Out High Remove solid walls and replace with partition walls to create one stall that is 60”wide and 56”deep.
The toilet should be 17 19”from the side wall.The toilet seat height should be 17 19”.The flush
controls should require maximum 5 pounds of force and be on the open side.
368
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Women's The women’s ambulatory/ADA stall grab bars are not compliant.The left grab bar
extends 53 from the rear wall which is less than the 54”minimum.There is a toilet
paper dispenser 11 above the left grab bar which is less than the 12”minimum.The
trashcan on the right side is located behind the grab bar.
604.5,604.7 Medium 3 In Medium Remount grab bars and toilet paper dispenser so that they are all ADA compliant.
369
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The men’s restroom counter and sink drains are not compliant.The counter height is 34
which is over the 34”maximum.The drain pipes are not insulated.
606.3,606.5 High 3 Out or
In
Medium Adjust or replace counter top so the height of the top is 34”maximum.Add pipe insulation to drain
pipes.
370
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The hand dryers in the men’s restroom has a clear floor space slope of 2.1%which is over
the 2%maximum.
309.2 Low 3 Out High Regrade the floor so the maximum slope is 2%in any direction.
371
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The ambulatory/ADA stall in the men’s restroom is not compliant.The stall dimensions
are 44 wide and 66 deep.An ambulatory stall width is 35 37”and an ADA stall is
60”wide minimum.This stall does not meet either type and is not compliant.
Additionally,the door is not self closing and does not have ADA pull handles on either
side.The door opens to 75°maximum due to the sidewall.The door has 14 clearance
from the floor,but the walls are solid from the ground up.
604.8 High 3 Out High Remove solid walls and replace with partition walls.Make stalls appropriate size with one measuring
60”wide and 56”deep.There should be 9”of clearance from the floor to the bottom of the
partitions.The door should have ADA pull handles on each side and be self closing.
372
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The toilet located in the men’s ambulatory/ADA stall is not compliant.The toilet is 23”
and 22 from the side walls which is outside the 16 18”for ADA stall and 17 19”for an
ambulatory stall.The toilet seat is 19 high from the floor.The flush control requires
7.5 pounds of force and is not on the open side.
604.2,604.4,604.6 High 3 Out High Remove solid walls and replace with partition walls to create one stall that is 60”wide and 56”deep.
The toilet should be 17 19”from the side wall.The toilet seat height should be 17 19”.The flush
controls should require maximum 5 pounds of force and be on the open side.
373
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The urinals in the men’s restroom are not compliant.The rim height of the left urinal
from the floor is 17 high which is over the 17”maximum.
605.2 High 3 Out or
In
Medium Remount urinal so the height is 17”or less.
374
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Restrooms Men's The men’s ambulatory/ADA stall has non compliant grab bar.The left grab bar has a
height of 32 7/8”which is outside the 33 36”height range.The toilet paper dispenser is 9
from the right grab bar which is less than the 12”minimum.
604.5 Medium 3 In Medium Remount the left bar so the height is between 33”and 36”.Remount the toilet paper dispenser so
there is 12”minimum between the dispenser and grab bar.
375
Tregent Park Restroom Building
293 W.Elkhorn Ave.
Picnic Table Lower Picnic Area The ADA wheelchair space for the picnic table in the lower area is not compliant.The
clear floor space has a slope of 2.44%to 5.24%which is over the 2%maximum.The cross
slope is 2.1%to 3.84%which is over the 2%maximum.
902.2 Medium 2 Out Medium Regrade the clear floor space so the slope is 2%maximum in any direction.
376
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 east ADA space sign is not compliant with the sign height of 59 which is
less than the 60”minimum.
502.6 Low 1 In Low Raise sign so the bottom edge is no less than 60”high.
377
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 middle east ADA space is not compliant with a slope of 3.14%at the front
of the space which is over the 2%maximum.
502.4 Medium 1 Out High Regrade space so the slope is less than 2%in any direction.
378
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The access aisle between the group of 5 middle east and middle spaces is not compliant.
The front of the aisle has a slope of 2.27%which is over the 2%maximum.The aisle is
not connected to the accessible route due to a bollard.
502.3,502.4 High 1 In and
Out
High Regrade aisle so the slope is less than 2%in any direction.Remove bollard to connect the aisle to the
accessible route.
379
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 middle ADA space is not compliant with a slope of 2.62%at the front of
the space which is over the 2%maximum.
502.4 Medium 1 Out High Regrade space so the slope is less than 2%in any direction.
380
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 middle ADA space sign is not compliant with the sign height of 59
which is less than the 60”minimum.
502.6 Low 1 In Low Raise sign so the bottom edge is no less than 60”high.
381
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 middle west ADA space is not compliant with a slope of 2.62%at the front
of the space which is over the 2%maximum.The cross slope is 1.92%to 2.27%which is
over the 2%maximum.
502.4 Medium 1 Out High Regrade space so the slope is less than 2%in any direction.
382
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 middle ADA space sign is not compliant with the sign height of 59
which is less than the 60”minimum.
502.6 Low 1 In Low Raise sign so the bottom edge is no less than 60”high.
383
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The access aisle between the group of 5 middle west and west spaces is not compliant.
The front of the aisle has a slope of 2.27%which is over the 2%maximum.The aisle is
not connected to the accessible route due to a bollard.
502.3,502.4 High 1 In and
Out
High Regrade aisle so the slope is less than 2%in any direction.Remove bollard to connect the aisle to the
accessible route.
384
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 5 west ADA space is not compliant with a slope of 2.44%at the front of the
space which is over the 2%maximum.
502.4 Medium 1 Out High Regrade space so the slope is less than 2%in any direction.
385
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 3 east ADA space is not compliant.The width of the space is 95 which is
less than the 96”minimum.The cross slope of the space is 2.27%to 2.62%which is over
the 2%maximum.The space is not connected to the accessible route.
502.2,502.3,502.4 High 1 In and
Out
High Regrade space so the slope is less than 2%in any direction.Restripe space so the width is 96”
minimum from centerline to centerline.Connect space to accessible route.
386
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 3 east ADA space sign is not compliant with the sign height of 52 which is
less than the 60”minimum.
502.6 Low 1 In Low Raise sign so the bottom edge is no less than 60”high.
387
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The access aisle between the group of 3 east and middle ADA spaces is not connected to
the accessible route due to a bollard and bench.
502.3 High 1 In Medium Remove bollard and relocate bench.
388
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 3 middle ADA space is not connected to the accessible route. 502.3 High 1 In Medium Connect space to the accessible route.
389
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 3 middle ADA space sign is not compliant with the sign height of 52 3/8”
which is less than the 60”minimum.
502.6 Low 1 In Low Raise sign so the bottom edge is no less than 60”high.
390
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot Inside Parking Structure The group of 3 west ADA space is not compliant.The width of the space is 95 which is
less than the 96”minimum.The space with the aisle has a width of 155 which is less
than the 156”minimum.
502.2 Medium 1 In Medium Restripe space and aisle so the space is 96”wide minimum and the aisle is 60”wide minimum.
391
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot PS1 West Lot The west lot ADA space pair east space is not ADA compliant.The space has a cross slope
of 1.92%which is just under the 2%maximum.There is a bollard at the front of the space
that protrudes and blocks the entry of the space.
502.2,502.4 High 1 In Medium Restripe space as an access aisle.There are 2 extra ADA spaces than is required so this one can be
removed.Could also restripe row and move spaces over,but will lose a standard parking space.
392
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot PS1 West Lot The access aisle between the west lot ADA space pair is not compliant.The slope is 2.44%
to 2.62%which is over the 2%maximum.The cross slope is 2.1%to 2.44%which is over
the 2%maximum.
502.4 High 1 Out High Regrade aisle so the slope is less than 2%in any direction.
393
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot PS1 West Lot The west lot ADA space pair west space is not compliant.The slope at the front of the
space is 2.27%which is over the 2%maximum.The cross slope in the back of the space is
2.44%which is over the 2%maximum.
502.4 Medium 1 Out High Regrade space so the slope is less than 2%in any direction.
394
Parking Structure 1
691 N.St.Vrain Ave.
Parking Lot PS1 Front Hill EV
Chargers
The EV charges are not ADA compliant for the parking space.Slopes range from 1.6%to
2.6%while the cross slopes range from 4.5%to 5.6%.The west space width is only 93
which is less than the 96”minimum.
502.2,502.4 Low 1 In and
Out
High Redo EV charger area so there is a minimum of one space that is also ADA compliant.Add sign to
mark space as ADA compliant.
395
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS1
The sidewalks on the south side of the east pedestrian bridge are not compliant.The east
sidewalk has a slope of 4.72%to 8.22%and a cross slope up to 2.27%in the middle of the
length.The west sidewalk has a slope of 4.72%to 7.17%.Any running slope over 5%is a
ramp and the maximum cross slope is 2%.
403.3,405 High 2 Out High Redo sidewalks with straight angle sections instead of curved ones.Curved sidewalks with high slopes
create non compliant cross slope due to physics.Best to have straight sidewalks instead of curvy
ones.Easier to plow and maintain as well.Ramps require handrails,so recommended to keep the
running slope below 5%.
396
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS1
The west end of the pedestrian plaza by the west pedestrian bridge has a slope of 8.2%to
12.8%and a cross slope of 5.94%to 7.17%.Any running slope over 5%is a ramp and the
maximum cross slope is 2%.
403.3,405 High 2 Out High Regrade area to limit running slope to 5%maximum with cross slope less than 2%.
397
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS1
The pedestrian plaza sidewalk between the east pedestrian bridge sidewalks has non
compliant elements.The cross slope along the north edge of the sidewalk is 3.5%to 4.2%
which is over the 2%maximum.
403.3 Medium 2 Out Medium Regrade so the cross slope is less than 2%.
398
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS1
The pedestrian plaza sidewalk on the east side of the parking structure has cross slopes
measuring 1.92%up to 2.62%which is over the 2%maximum.
403.3 Medium 2 Out High Regrade sidewalk so the cross slope is less than 2%.
399
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge The east pedestrian bridge has a gap between the sidewalk and the bridge on the south
side.The gap is wide and is not elongated in the dominate direction of travel.
302.3 High 2 In or
Out
Medium Fill gap so it is level and any vertical change is less than
400
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge There are to 1 gaps between the wood boards of the east pedestrian bridge surface
in the middle of the bridge.The gaps are not elongated with the dominate direction of
travel.
302.3 High 2 In or
Out
Medium Fill gap so it is level and any vertical change is less than
401
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge There is a grate in the middle of the east pedestrian bridge with openings in the shape of
a diamond and are 1 in length and in width.The openings are elongated with the
dominate direction of travel.There are gaps around the grate.
302.3 High 2 In or
Out
Medium Replace grate with an ADA compliant one and reduce the gap around the grate to less than
402
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route West Pedestrian Bridge The west pedestrian bridge has a gap between the ramp and the bridge on the south side.
The gap is wide and is not elongated in the dominate direction of travel.
302.3 High 2 In or
Out
Medium Fill gap so it is level and any vertical change is less than
403
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route West Pedestrian Bridge The west pedestrian bridge has several circular areas in the bridge surface that are
deep and 1 wide.There is a piece of rebar in the middle f the cutout that sticks up
303.2 High 2 In Medium Fill so the surface is level.
404
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route West Pedestrian Bridge The west pedestrian bridge has a steel plate on the north side that is warped.The plate
creates a vertical change of 3/8”to
303.2 High 2 In or
Out
Medium Fix plate or replace so the vertical change is less than
405
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route West Pedestrian Bridge The ramp on the south side of the west pedestrian bridge has a concrete slab sinking
creating a vertical change of
303.2 Medium 2 Out Medium Redo concrete slab so it creates a level surface or grind down vertical change at a 1:2 slope.
406
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge The south side of the east pedestrian bridge has the concrete sidewalk lower than the
metal bridge end.
303.2 High 2 Out Medium Raise concrete slab so the vertical change is less than
407
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge The east pedestrian bridge has several areas where the vertical change between the
bridge board is to 1”.
303.2 High 2 Out High Replace bridge boards that have degraded edges so the transitions between the boards is level.
408
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route East Pedestrian Bridge The east pedestrian bridge has a metal plate on the north end that creates a vertical
change of
303.2 High 2 In or
Out
Medium Replace or fix plate so the vertical change is less than
409
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS1
The electrical vault cover plates on the south side of the pedestrian plaza have handles
that are embedded in a deep hole that is 3 wide.
303.2 Medium 2 In or
Out
Medium Add covers to the handle gaps or replace cover plates with ADA compliant ones.
410
Parking Structure 1
691 N.St.Vrain Ave.
Accessible Route Sidewalks on North side
of PS2
There is a water cap on the western end of the pedestrian plaza that has sunken creating
a vertical change of 3/8”to
303.2 Medium 2 In or
Out
Medium Raise cap or grind sidewalk so the vertical change is less than
411
Parking Structure 1
691 N.St.Vrain Ave.
Curb Ramps PS1 Front Hill The curb ramp by the EV charges has a non compliant slope of 6.3%to 8.75%which is
over the 8.33%maximum allowed.The landing has a slope of 2.6%to 4%which is over
the 2%maximum.
405.2,406.4 Low 1 Out High Redo curb ramp so it is ADA compliant.Regrade landing so it is less than 2%in any direction.
412
Parking Structure 1
691 N.St.Vrain Ave.
Curb Ramps PS1 West Lot The curb ramp by the west lot single ADA space is not compliant.The slope of the ramp is
8.4%to 9.28%which is over the 8.33%maximum.The cross slope of the ramp is 2.27%
which is over the 2%maximum.The landing has a slope of 8.22%to 10.16%and a cross
slope of 2.27%which are over the 2%maximum.
405.2,406.4 High 1 Out High Redo curb ramp so it is ADA compliant.Regrade landing so it is less than 2%in any direction.
413
Parking Structure 1
691 N.St.Vrain Ave.
Ramps West Pedestrian Bridge The ramp for the north side of the west pedestrian bridge is not compliant.The ramp has
a slope up to 10.33%which is over the 10%maximum.The handrail at the bottom of the
ramp extends 0”past the bottom of the ramp which is less than the 12”minimum.The
curb barrier has a 1”gap between the ramp edge and the barrier that is elongated with
the dominate direction of travel.The barrier has a height gap of 4 which is over the 4”
maximum.The bottom ramp landing has a slope of 2.1%and a cross slope of 2.62%
which are over the 2%maximum.
405.2,405.7,405.8,
405.9
High 2 Out High Redo the ramp so the slope is less than 10%and cross slope less than 2%.Add extra curb barriers to
make the ramp compliant.Regrade bottom ramp landing so the slope is less than 2%in any direction.
414
Parking Structure 1
691 N.St.Vrain Ave.
Ramps West Pedestrian Bridge The ramp for the south side of the west pedestrian bridge is not compliant.The handrails
at the bottom of the ramp are 3 short of the bottom of the ramp which is less than the
12”minimum.The handrails at the top of the ramp are 6”short of the bottom of the
ramp which is less than the 12”minimum.The bottom ramp landing has a slope of 2.97%
which is over the 2%maximum.
405.7,405.8 Medium 2 Out Medium Extend handrails so they are 12”past the top and bottom of the ramp.Regrade the bottom ramp
landing so the slope is less than 2%in any direction.
415
Parking Structure 1
691 N.St.Vrain Ave.
Ramps PS1 Reference The driving lane ramps to go between each level of the garage have a slope of 5.9%to 7%
with a cross slope up to 2.1%.
N/A
416
Parking Structure 1
691 N.St.Vrain Ave.
Stairs West Pedestrian Bridge The stairs on the north side of the west pedestrian bridge are not compliant.The riser
heights are not uniform and vary from 5 up to 6”.The tread depths are not uniform
and vary from 14 up to 15 The handrails have a height of 38 40 which is
over the 38”maximum.The handrails at the bottom extend 13”beyond the last riser,
requirement is one tread depth,and treads are 14 The handrails at the top are
circular with the end extending 13”beyond the first riser,however the handrail only
extends 8”before curving downward.The bottom landing of the stairs has a slope of
7.5%
504.2,505.4,505.10 Medium 2 Out High Replace stairs with ADA compliant ones that have uniform riser heights and tread depths as well as
ADA compliant handrails.Regrade bottom landing so it is less than 5%slope and 2%cross slope.
417
Parking Structure 1
691 N.St.Vrain Ave.
Stairs PS1 The east stairwell is not compliant.The handrails are mounted at a height of 36”up to 41
with the maximum being 38”.The outside handrail is not continuous.The top of the
section from first to second has a handrail extending only 8 past the first riser which is
less than the 12”minimum.The section from the second floor to the third floor has
handrails that do not extend the minimum of one riser nosing at the bottom,measured
as 6 to 9 The top of this section has handrails extending 9”past the first riser
which is less than the 12”minimum.The section from the third level to the fourth level
has handrails that extend on 6”to 9 past the last riser nosing at the bottom.
505.3,505.4,505.10 High 2 Out High Replace/Adjust handrails so the height is between 34”and 38”.The handrails at the bottom of
section should extend a minimum of one tread depth beyond the last riser.The handrails at the top
of the section should extend a minimum of 12”beyond the first riser.
418
Parking Structure 1
691 N.St.Vrain Ave.
Stairs PS1 The west stairwell is not compliant.The handrails are mounted at a height of 36”up to
41 with the maximum being 38”.The top of the section from first to second has a
handrail extending only 10 past the first riser which is less than the 12”minimum.The
top of the section from the second floor to the third floor has handrails that extend 11”
past the first riser.The top of the section from the third level to the fourth level has
handrails that extend 10 and 11 past the first riser.
505.4,505.10 High 2 Out High Replace/Adjust handrails so the height is between 34”and 38”.The handrails at the bottom of
section should extend a minimum of one tread depth beyond the last riser.The handrails at the top
of the section should extend a minimum of 12”beyond the first riser.
419
Parking Structure 1
691 N.St.Vrain Ave.
Signs North Side of PS1 The signs between the east pedestrian bridge sidewalks along the pedestrian plaza have
non compliant clear floor space.The slope ranges from 2.1%to 3.1%which is over the
2%maximum.
703.4 Medium 2 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
420
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot 3 Parking Lot Sections There are 4 ADA parking spaces located in the Performance Park parking lot area which is
the required number.However,none of them are marked as Van Accessible”.
208.2 High 1 In Low Add a sign with Van Accessible”to a minimum of one ADA parking space that is 132”wide minimum
with a 60”wide minimum access aisle.
421
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
The left ADA parking space by the Performance Park restroom is not compliant.The
slope of the parking space is 2.62%to 3.84%which is over the 2%maximum.The cross
slope of the space is 3.84%to 4.54%which is over the 2%maximum.The space is not
connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the parking space so the slope is no more than 2%in any direction.Add ADA compliant curb
cut and sidewalk to connect to the accessible route or mark out and regrade a compliant area to
connect to the curb ramp by the bridge.
422
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
The right ADA parking space by the Performance Park restroom is not compliant.The
slope of the parking space is 2.44%to 3.14%which is over the 2%maximum.The cross
slope of the space is 2.44%to 2.79%which is over the 2%maximum.The space is not
connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the parking space so the slope is no more than 2%in any direction.Add ADA compliant curb
cut and sidewalk to connect to the accessible route or mark out and regrade a compliant area to
connect to the curb ramp by the bridge.
423
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
The access aisle for the ADA parking space pair by the Performance Park restroom is not
compliant.The slope of the access aisle is 2.1%to 3.14%which is over the 2%maximum.
The cross slope of the space is 3.32%to 5.07%which is over the 2%maximum.The space
is not connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the access aisle so the slope is no more than 2%in any direction.Add ADA compliant curb cut
and sidewalk to connect to the accessible route or mark out and regrade a compliant area to connect
to the curb ramp by the bridge.
424
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
The single ADA parking space by the Performance Park restroom is not compliant.The
slope of the parking space is 2.44%to 2.62%which is over the 2%maximum.The cross
slope of the space is 2.44%to 2.79%which is over the 2%maximum.The space is not
connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the parking space so the slope is no more than 2%in any direction.Add ADA compliant curb
cut and sidewalk to connect to the accessible route or mark out and regrade a compliant area to
connect to the curb ramp by the bridge.
425
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
The access aisle for the single ADA parking space by the Performance Park restroom is
not compliant.The cross slope of the access aisle is 2.62%which is over the 2%
maximum.The space is not connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the parking space so the slope is no more than 2%in any direction.Add ADA compliant curb
cut and sidewalk to connect to the accessible route or mark out and regrade a compliant area to
connect to the curb ramp by the bridge.
426
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot Main Lot by Restroom
Building
There is no sign for the Ada parking space. 502.6 Medium 1 In Medium Add a sign to the ADA parking space with a Van Accessible”sign and a minimum height of 60”.
427
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot East Lot The single ADA parking space by the Spruce House”Christmas store on the east side of
the parking lot is not compliant.The cross slope in the back of the space is 2.1%which is
over the 2%maximum.The space is not connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the parking space so the slope is no more than 2%in any direction.Add ADA compliant curb
cut to the access aisle to connect to the accessible route.
428
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot East Lot The single ADA parking space by the Performance Park restroom is not compliant.The
cross slope of the space is 3.32%to 4.37%which is over the 2%maximum.The space is
not connected to the accessible route.
502.3,502.4 High 1 Out High Regrade the access aisle so the slope is no more than 2%in any direction.Add ADA compliant curb cut
to the access aisle to connect to the accessible route.
429
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Parking Lot East Lot The sign for the single ADA parking space is in front of the access aisle and not the ADA
parking space.
502.6 Medium 1 In Medium Move the sign to in front of the ADA parking space.Add a Van Accessible”sign to the sign with the
bottom height 60”minimum.
430
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Flagstone Sidewalks The trees within the flagstone walkways have grates that are not ADA compliant.The
openings in the grates are to 1”in width and can be elongated with the direction of
travel.
302.3 Medium 2 In or
Out
Medium Replace the grates with ones that have an opening that is no more than in width.
431
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Stage The drain grate by the Amphitheatre stage is not ADA compliant.The openings are to
over 1”in width which is over the maximum.
302.3 High 2 In or
Out
Medium Replace drain grate with an ADA compliant one that has openings less than in width.
432
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks East Side
toward Tregent Park
The sidewalk on the north side of the Spruce House”Christmas shop has non compliant
protruding objects.There are bricks that protrude 4”with a bottom height of 48
Additionally,the gutter has a leading edge height of 69 and protrudes 11 to 15
over the sidewalk.
307.4 High 2 Out Medium Add a guardrail to the sidewalk along the edge of the Spruce House”that reduce the sidewalk width
16”and eliminates the protruding objects.
433
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks Between
parking lot sections
The sidewalk on the north side of the parking lot island is not compliant.The cross slope
of the sidewalk is 2.27%which is over the 2%maximum.
403.3 Medium 2 Out Medium Regrade sidewalk so the maximum cross slope is less than 2%.
434
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks Between
parking lot sections
The sidewalk on the north side of the Spruce House”Christmas shop is not ADA
compliant.The eastern third of the sidewalk near Spruce Dr.has a cross slope up to 3.5%
which is over the 2%maximum.
403.3 Medium 2 Out High Regrade the sidewalk so the maximum cross slope is less than 2%and the maximum slope is 5%.
435
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks North side of
parking lots
The sidewalk along the north and east perimeter of the Performance Park parking lot is
not ADA compliant.The sidewalk has a cross slope that goes up to 2.44%which is over
the 2%maximum.There are vertical changes ranging from to which is over the
maximum.
303.2,403.3 High 2 Out High Regrade the sidewalk so the slope is less than 5%and the cross slope is less than 2%and no vertical
changes over
436
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route East Pedestrian Bridge The sidewalk area on the south side of the wood and steel bridge is not ADA compliant.
The maximum slope ranges from 7.52%to 9.98%which is over the 5%maximum.The
maximum cross slope ranges from 8.57%to 10.74%which is over the 2%maximum.
403.3 High 2 Out High Regrade the sidewalk area,may need to reconfigure with a ramp,so the maximum slope is 5%and
maximum cross slope is 2%.
437
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route East Pedestrian Bridge The slope of the wood and steel bridge is 4.72%to 5.77%which makes the bridge a ramp.
There are no handrails.Both sides of the bridge have landing area that are uneven with
slopes over the 2%maximum.
403.3,405 High 2 Out High Add ADA compliant handrails to the bridge.Regrade both sides of the bridge so the landings have a
slope less than 2%in any direction.
438
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks West of
Restroom Building
The sidewalk on the west side of the Performance Park restroom has a non compliant
cross slope of 2.44%,which is over the 2%maximum,for the southwestern half of the
sidewalk.
403.3 Medium 2 Out Medium Regrade the sidewalk so the cross slope is less than 2%.
439
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route West Pedestrian Bridge The concrete bridge has a non compliant cross slope of 2.62%which is over the 2%
maximum.There are vertical changes on the bridge ranging from to 1”.
303.2,403.3 High 2 Out High Regrade concrete bridge so the cross slope is less than the 2%maximum and have no vertical changes
over
440
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route West Pedestrian Bridge The sidewalk area on the north side of the concrete bridge has a non compliant cross
slope that ranges from 2.44%to 6.47%which is over the 2%maximum.
403.3 High 2 Out Medium Regrade the area so the cross slope is less than the 2%maximum.
441
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks West of
Restroom Building
The sidewalk on the west side of the amphitheater is not compliant with a cross slope
that ranges from 2.27%to 3.32%which is over the 2%maximum.There are vertical
changes ranging from up to 1 which are over the maximum.
303.2,403.3 High 2 Out High Regrade concrete bridge so the cross slope is less than the 2%maximum and have no vertical changes
over
442
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Sidewalks Behind Stage The sidewalk behind the Performance Park Amphitheatre has a slope of 5.07%which
makes it a ramp and it does not have any handrails.The cross slope near the west
dressing room door is 2.44%which is over the 2%maximum.
403.3,405 Medium 2 Out High Regrade the area so the slope is less than 5%and the cross slope is less than 2%.
443
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Accessible Route Flagstone Sidewalks The picnic table areas are not ADA compliant.The flag stone pathway has slopes up to
5.77%which is over the 5%maximum for an accessible route.The cross slopes range
from 4%to 8.57%which are over the 2%maximum.There are gaps between the
flagstone pavers that range from 1 to 2 which is over the maximum.There are
also vertical changes up to 1”which is over the maximum.
302.3,303.2,403.3 High 2 Out High Remove flagstone pavers and use as edging pavers for new stamped concrete walkway for the picnic
table areas.The slope should be less than 5%and cross slope less than 2%with no vertical changes
greater than
444
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Curb Ramps Near Restroom Building The curb ramp by the performance park restrooms has a non compliant landing.The
slope of the landing is 2.27%and the top is blocked by landscaping.To go around it,the
cross slope becomes non compliant.
406.4,405.3 High 2 Out High Regrade the top landing of the curb ramp so it is less than 2%.Additionally,removing and fill the area
at the top of the curb ramp so there is an ADA compliant connection from the curb ramp to the
accessible route.
445
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Curb Ramps Sidewalks Between
parking lot sections
The east curb ramp of the sidewalk in the middle of the parking lot is not compliant.The
right flare has a slope of 14.23%which is over the 10%maximum.The landing has a
slope of 2.27%which is over the 2%maximum.The cross slope of the landing is 2.44%to
2.97%which is over the 2%maximum.
406.3,406.4 Medium 2 Out Medium Redo the curb ramp so the flares have a maximum slope of 10%and the landing has a slope that is
less than 2%in any direction.
446
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Curb Ramps Sidewalks Between
parking lot sections
The middle curb ramp of the sidewalk in the middle of the parking lot is not compliant.
The counter slope is 5.6%which is over the 5%maximum.The cross slope at the bottom
of the curb ramp is 2.8%which is over the 2%maximum.The right flare has a slope of
13.34%which is over the 10%maximum.
406.2,405.3,406.3 High 2 Out Medium Redo the curb ramp so the flares have a maximum slope of 10%and the landing has a slope that is
less than 2%in any direction.The ramp should have a cross slope less than 2%.
447
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Curb Ramps East side of parking lots The curb ramp on the east side of the parking lot is not compliant.The counter slope is
6.47%which is over the 5%maximum.The cross slope at the bottom of the curb ramp is
2.8%which is over the 2%maximum.The right flare has a slope of 13.34%and the left
flare has a slope of 10.86%which are over the 10%maximum.The landing has a cross
slope of 2.62%to 3.84%which is over the 2%maximum.There is also a vertical
change at the bottom of the ramp that is not beveled.
405.3,406.2,406.3,
406.4,303.2
High 2 Out High Redo the curb ramp so the flares have a maximum slope of 10%and the landing has a slope that is
less than 2%in any direction.The ramp should have a cross slope less than 2%.Grind the ramp
bottom so the vertical change is less than
448
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Curb Ramps West side of Spruce Dr. The curb ramp on the west side of Spruce Dr.is not compliant.,The cross slope at the
bottom of the ramp is 4.02%which is over the 2%maximum.The landing has a slope of
3.5%which is over the 2%maximum.
405.3,406.4 High 2 Out High Redo the curb ramp so the ramp has a cross slope less than 2%and the landing has a slope that is less
than 2%in any direction.
449
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Ramps Sidewalks North side of
parking lots
The sidewalk along the north side of the parking lot has a slope greater than 5%on the
west end making it a ramp.The cross slope of the sidewalk increases to a maximum of
5.42%which is over the 2%maximum.There are no handrails present.The landings on
both sides are not compliant with cross slopes and slope over the maximum amount
allowed.
405.2,405.3,405.7,
405.8
High 2 Out High There are two options that exist:ramp or regrade sidewalk.First option is to regrade west end of the
sidewalk so the cross slope is less than 2%and add ADA compliant handrails.Second option is to
regrade the north sidewalk so the slope is less than 5%,which means it is not a ramp,and the cross
slope is less than 2%.Would need to tie sidewalk into area on south of bridge and make sure the
cross slope stays under 2%.
450
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs Behind Restroom Building The stairs behind the Performance Park restrooms have non compliant handrails.The
handrails have a height that is up 39”which is over the 38”maximum.
505.4 Medium 2 Out Medium Redo the handrails so the height is between 34”and 38”.
451
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs By East Pedestrian Bridge The flagstone steps on the north side of the wood and steel bridge are not compliant.
The riser heights are not uniform and range from 5 to 7”.The tread depths are not
uniform and range from 11 to 13 The handrails have a height up to 39”which is
over the 38”maximum.The handrails do not extend one tread depth beyond the last
riser at the bottom.There are also gaps between the flagstones that make the steps that
are over in width.
504.2,505.4,505.10,
302.3
High 2 Out High Redo the stairs.Make sure the riser heights and tread depths are uniform.Redo the handrails so the
heights are between 34”and 38”,extend one tread depth beyond the last riser at the bottom,and a
minimum of 12”beyond the first riser nosing at the top.Make sure flagstones are set closely
together and grout if necessary to prevent any gap from being more than in width.
452
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs East side of lawn seating The north set of stairs in the lawn seating area have non compliant handrails.The
handrails extend 8 and 10 beyond that last riser at the bottom which is less than
the 12”tread depth minimum.The handrails extend 11 beyond the last riser nosing at
the top which is less than the 12”minimum.The handrail on the right side has a 5/8”gap
between the handrail and adjacent surface which is less than the 1 minimum.
505.5,505.10 Medium 2 Out Medium Redo the handrails so the heights are between 34”and 38”,extend one tread depth beyond the last
riser at the bottom,and a minimum of 12”beyond the first riser nosing at the top.There should be a
minimum of 1 gap between the handrail and adjacent surface.
453
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs East side of lawn seating The south set of stairs in the lawn seating area have non compliant handrails.The right
handrail extends 7 beyond that last riser at the bottom which is less than the 12”tread
depth minimum.The handrails have a and 1”gap between the handrail and adjacent
surface which is less than the 1 minimum.The handrails have a maximum height of 38
which is over the 38”maximum.There are gaps between the flagstones that make the
steps that are over wide.
505.4,505.5,505.10,
302.3
High 2 Out Medium Redo the handrails so the heights are between 34”and 38”,extend one tread depth beyond the last
riser at the bottom,and a minimum of 12”beyond the first riser nosing at the top.There should be a
minimum of 1 gap between the handrail and adjacent surface.Grout between the flagstones so
there is less than a gap between flagstones.
454
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs Picnic Table Area The east set of stairs in the picnic table area have non compliant handrails.There is only
one handrail on the west side.The handrail does not extend one tread depth beyond the
last riser at the bottom.
505.2,505.10 Medium 2 Out Medium Remove the current handrail and install ADA compliant handrails on both sides of the stairs that
extend one tread depth beyond the last riser at the bottom and a minimum of 12”beyond the first
riser nosing at the top.
455
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs Picnic Table Area The middle set of stairs in the picnic table area are not compliant.The riser heights are
not uniform and range from 4 to 6 There is only one handrail on the east side of
the stairs.
504.2,505.2 High 2 Out High Redo stairs so the riser heights are uniform.Add an ADA compliant handrail to the west side of the
stairs.
456
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Stairs Picnic Table Area The west stairs of the picnic table area are not compliant.The riser heights are not
uniform and range from 6”to 7”.The tread depths are not uniform and range from 11”
to 12”.The handrails do not extend one tread depth beyond the last riser nosing at the
bottom or 12”minimum beyond the last riser nosing at the top.
504.2,505.10 High 2 Out High Redo the stairs so the riser heights and tread depths are uniform.Replace the handrail with ADA
compliant one that extend one tread depth beyond the last riser at the bottom and a minimum of 12”
beyond the first riser nosing at the top.
457
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Picnic Tables Picnic Table Area There is one picnic table that has a wheelchair space.The clear floor space has a slope of
3.5%and a cross slope of 5.94%which are over the 2%maximum.
902.2 Medium 4 Out High Regrade wheelchair clear floor space so the slope is less than 2%in any direction.
458
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Entrances Women's Restroom The women’s side restroom entrance does not have maneuvering clearances that are
ADA compliant.The pull side of the door has a depth of 43 which is less than the 60”
minimum.The push side of the door has 1 width which is less than the 12”minimum
for a door with a closer.
404.2.4 High 3 Out Medium Add ADA door openers to both sides of the door.
459
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Entrances Men's Restroom The men’s side restroom entrance does not have maneuvering clearances that are ADA
compliant.The pull side of the door has a depth of 44”which is less than the 60”
minimum.The push side of the door has 2”width which is less than the 12”minimum for
a door with a closer.The door closes too quickly from 90°to 12°at 1.5 seconds which is
less than the 5 second minimum.
404.2.4,404.2.8 High 3 Out Medium Add ADA door openers to both sides of the door.
460
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Entrances Dressing Rooms The dressing room doors of the amphitheater close too quickly from 90°to 12°at 3.5
seconds for both doors which is less than the 5 second minimum.
404.2.8 High 2 In Low Adjust the door closers so the doors close from 90°to 12°in no less than 5 seconds.
461
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Signs Men's Restroom The men’s restroom sign is not Ada compliant.The sign does not have any braille or
raised letters.The text has a baseline height of 60 which is over the 60”maximum.
The pictogram has a height of 5 1/8”which is less than the 6”minimum.
703.2,703.3,703.4,
703.6
High 2 In Medium Replace sign with an ADA compliant one mounted with a baseline height of 48”to 60”.
462
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Signs Women's Restroom The women’s restroom sign is not Ada compliant.The sign does not have any braille or
raised letters.The text has a baseline height of 60 which is over the 60”maximum.
The pictogram has a height of 5”which is less than the 6”minimum.
703.2,703.3,703.4,
703.6
High 2 In Medium Replace sign with an ADA compliant one mounted with a baseline height of 48”to 60”.
463
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Signs Restroom Building The Performance Park restroom closes every winter and has a sign that is not ADA
compliant directing to the nearest restroom.
703 High 2 In Medium Add signs that can cover permanent restroom signs with a minimum of stating The restrooms are
closed for the winter”,prefer Restrooms closed for winter,use Tregent Restrooms to the East”.
464
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Water Fountains Restroom Building The left water fountain requires 14 pounds of force to operate which is over the 5 pound
maximum.The water flow is minimal and not ADA compliant.
602.3,602.6 Medium 3 Out Low Replace water fountain with an ADA compliant one for exterior application.
465
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Water Fountains Restroom Building The right water fountain requires 8 pounds of force to operate which is over the 5 pound
maximum.The knee height is 25 which is under the 27”minimum.The water flow is
minimal and not ADA compliant.
602.2,602.3,602.6 Medium 3 Out Low Replace water fountain with an ADA compliant one for exterior application.
466
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Women's The interior accessible path of the Women’s side of the restroom building by the ADA
restroom stall has a non compliant cross slope of 3.14%which is over the 2%maximum.
403.3 Medium 3 Out High Regrade restroom floor surface so the running slope is no more than 5%and the cross slope is no
more than 2%.
467
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Women's The ADA stall compartment on the women’s side of the restroom building is not
compliant.The entry door is on the partition sidewall and is 5 from the wall which is
over the 4”maximum.The door is not self closing.The door has pull handles on the pull
side only.
604.8.1.1 Medium 3 Out Medium Reconfigure the stall so the door is 4”maximum from the wall.The door needs to be self closing and
have ADA pull handles on both sides.
468
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's The ADA stall compartment on the men’s side of the restroom building is not compliant.
The entry door is on the partition sidewall and is 5 7/8”from the wall which is over the 4”
maximum.The door is not self closing.The door has pull handles on the pull side only.
604.8.1.1 Medium 3 Out Medium Reconfigure the stall so the door is 4”maximum from the wall.The door needs to be self closing and
have ADA pull handles on both sides.
469
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's The men’s side of the restroom building has a counter top and sinks heights of 34 1/8”
which is over the 34”maximum.
606.3 Low 3 In Medium Remount counter with the top height of 34”maximum.
470
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's The men’s ADA stall toilet requires 7 pounds of force to operate which is over the 5
pound maximum.
604.6 Medium 3 In or
Out
Medium Adjust flush control so it requires no more than 5 pounds to operate.
471
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's There is no ADA compliant urinal on the men’s side of the restroom building.The right
urinal is at the proper height,but the clear floor space has a slope of 3.84%and a cross
slope of 2.1%which are over the 2%maximum.The rim depth from the rear support is
12 which is less than the 13 minimum.
605.2.605.3 High 3 Out Medium Replace the right urinal with an ADA compliant one.
472
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's The ADA grab bars in the ADA stall on the men’s side of the restroom building are not
compliant.The side grab bar has a height of 37 and the rear bar has a height of 37”.
The maximum height of the top of the grab bars is 36”.
604.5 High 3 In Medium Remount grab bars to a height of 36”maximum.
473
Performance Park Restroom and
Amphitheatre
417 W.Elkhorn Ave.
Restrooms Men's The ADA stall toilet paper dispenser in the men’s side of the restroom building has the
outlet distance too far from the front of the toilet at 12”and 17 which are outside of
the 7 9”compliant range.
604.7 Medium 3 In Low Remount toilet paper dispenser so one of the dispenser outlets is in an ADA compliant range of 7 9”
from the front of the toilet.
474
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The north ADA space of the east side north pair is not compliant.The ADA space has a
slope of 3.14%to 3.67%which is over the 2%maximum.The cross slope in the middle of
the space is 2.27%which is over the 2%maximum.
502.4 High 1 Out High Regrade the ADA parking space so the slope is less than 2%in any direction.
475
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The access aisle for the east side north pair is not compliant.The slope is 3.67%to 4.9%
which is over the 2%maximum.The cross slope is 2.44%to 2.97%which is over the 2%
maximum.
502.4 High 1 Out High Regrade the ADA access aisle so the slope is less than 2%in any direction.
476
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The south ADA space of the east side north pair is not compliant.The ADA space has a
slope of 1.92%to 3.32%which is over the 2%maximum.
502.4 High 1 Out High Regrade the ADA parking space so the slope is less than 2%in any direction.
477
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The south ADA space of the east side north pair does not have a sign. 502.6 Medium 1 In Medium Add an accessible parking space sign that is a minimum of 60”in height for the sign bottom from the
ground.
478
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The north ADA space of the east side south pair is not compliant.The ADA space has a
slope of 2.1%at the front of the space which is over the 2%maximum.
502.4 Medium 1 Out High Regrade the ADA parking space so the slope is less than 2%in any direction.
479
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The access aisle for the east side south pair is not compliant.The slope is 2.62%to 3.32%
which is over the 2%maximum.The cross slope is 2.27%which is over the 2%maximum.
502.4 High 1 Out High Regrade the ADA parking space so the slope is less than 2%in any direction.
480
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The south ADA space of the east side south pair is not compliant.The ADA space has a
slope of 2.4%to 3.14%which is over the 2%maximum.
502.4 High 1 Out High Regrade the ADA parking space so the slope is less than 2%in any direction.
481
Visitor Center
500 Big Thompson Ave.
Parking Lot East Parking Lot The east side south pair ADA access spaces do not have an access sign. 502.6 Medium 1 In Medium Add an access sign to both ADA spaces that is 60”for the sign bottom height.
482
Visitor Center
500 Big Thompson Ave.
Parking Lot Northwest of Visitor
Center
The west ADA parking space in the group of four is not compliant.The slope and cross
slope are 2.1%in the middle of the space which is over the 2%maximum.
502.4 Medium 1 Out Medium Regrade the ADA parking space so the slope is less than 2%in any direction.
483
Visitor Center
500 Big Thompson Ave.
Parking Lot West Parking Lot The single ADA space on the east side of the parking lot is not compliant.The slope is
12.81%and cross slope is 6.3%which are over the 2%maximum.
502.4 High 1 In Medium The space is unnecessary and has a very rough parking surface that needs to be redone.Remove
space reducing number of ADA parking spaces to 8 which is 2 more than required.Removing this
space and the access aisle would add two parking space to the lot along with removing the
unnecessary access aisle farther east creating 3 additional parking spaces total.
484
Visitor Center
500 Big Thompson Ave.
Parking Lot West Parking Lot The access aisle for the single ADA parking space is not compliant.The cross slope of the
access aisle is 2.44%to 2.62%which is over the 2%maximum.
502.4 High 1 In Medium Remove access aisle.
485
Visitor Center
500 Big Thompson Ave.
Parking Lot West Parking Lot The single ADA access space does not have an access sign. 502.6 Medium 1 In Low Add sign if space stays,otherwise nothing to be done if space is removed.
486
Visitor Center
500 Big Thompson Ave.
Bus Loading Zone North side of Visitor
center
The alighting area for the bus lane on the north side of the Visitor Center is not
compliant.The depth of the area is 100”,but narrows to 83”due to a bench and this is
less than the 96”minimum.The slope of the area is 2.1%to 3.67%which is over the 2%
maximum.
810.2 High 1 Out High Regrade sidewalk so the slope is less than 2%in any direction and the depth perpendicular to the bus
loading zone is 96”minimum.Relocate bench so it does not block any sidewalk area.
487
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks North side of
Visitor Center
The sidewalk on the west side of the north entry is non compliant with a cross slope of
2.62%which is over the 2%maximum.
403.3 High 1 Out Medium Regrade this section of sidewalk so the running slope is no more than 5%and the cross slope is less
than 2%.
488
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks North side of
Visitor Center
The sidewalk by the group of 4 ADA parking spaces is non compliant.Due to the curb
ramps present,the cross slope is 2.1%to 5.94%which is over the 2%maximum.
Additionally,the level portion of the sidewalk at the top of the curb ramp narrows to 31”
wide.
403.3,403.5 High 1 Out Medium Widen the sidewalk to the south at the top of the curb ramps so there is at least 36”of sidewalk with
a cross slope less than 2%and running slope of 5%.
489
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks West of
Visitor Center
The sidewalk by the single ADA parking space is non compliant with a cross slope is 2.27%
which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so the cross slope is less than 2%.
490
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks South Portico The sidewalk under the South portico is non compliant with a cross slope of 2.79%which
is over the 2%maximum.
403.3 High 1 Out High Regrade sidewalk so the cross slope is less than 2%.
491
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks South of
Visitor Center
The sidewalk on the north side of the east pedestrian bridge has a non compliant vertical
change by where the sidewalk curves.There is a section of sidewalk that is
broken/crumbling and is creating a vertical change.The section that is missing is 4”
wide and 20 long.
303.2 Medium 1 In Medium Fill missing part of sidewalk so the vertical change is no more than
492
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks South of
Visitor Center
The sidewalk west of the south entrance has a non compliant vertical change of to
due to a section of sidewalk heaving.
303.2 Medium 1 Out Medium Bevel sidewalk edges or remove sidewalk and repour.Transition between sidewalk section must have
a vertical change that is less than
493
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks West of
Visitor Center
The transition for the single ADA parking space access aisle to the accessible route has a
non compliant vertical change.The access aisle surface is degrading creating a vertical
change at the transition between the aisle and sidewalk.
303.2 High 1 In Medium If access space is staying,fill low area so there is less than a 1/4"vertical change.If access space is
removed,this can be ignored for ADA purposes.
494
Visitor Center
500 Big Thompson Ave.
Accessible Route Sidewalks West of
Visitor Center
There is a section of sidewalk that was cut out and has been filled with gravel.Gravel is
not a compliant accessible route surface due to not be stable or firm.There is also a
vertical change present that is
302.1 Medium 1 In or
Out
Low Fill in cutout with concrete so there is a vertical change of no more than
495
Visitor Center
500 Big Thompson Ave.
Curb Ramps East of Visitor Center The curb ramp for the east side north ADA parking space pair in not compliant.The slope
of the curb ramp is 8.2%to 8.4%which is over the 8.33%maximum.The left flare has a
slope of 8.75%which is over the maximum of 8.33%for a curb ramp with no landing.The
landing is blocked by a planter and bench.The truncated domes have been mostly
shaved down.
405.2,406.3,406.4,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.The ramp flares should be less than 10%with a landing or 8.33%without a landing.Replace
plastic truncated domes plate with a metal version.
496
Visitor Center
500 Big Thompson Ave.
Curb Ramps East of Visitor Center The curb ramp for the east side south ADA parking space pair in not compliant.The slope
of the curb ramp is 8.4%to 8.92%which is over the 8.33%maximum.The right flare has
a slope of 10.86%which is over the 10%maximum.The landing has a cross slope of
2.27%and a slope of 2.1%which are over the 2%maximum.The truncated domes have
been mostly shaved down.
405.2,406.3,406.4,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.The ramp flares should be less than 10%with a landing or 8.33%without a landing.Regrade
landing so the slope is less than 2%in any direction.Replace plastic truncated domes plate with a
metal version.
497
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northwest of Visitor
Center
The east curb ramp for the group of 4 ADA parking spaces is not compliant.The landing
has a length of 32”which is less than the 36”minimum.The truncated domes have been
mostly shaved down.
406.4,705 High 1 Out High Landing will be fixed with corrective measure 15 as long as the slope is less than 2%in any direction.
Replace plastic truncated domes plate with a metal version.
498
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northwest of Visitor
Center
The west curb ramp for the group of 4 ADA parking spaces is not compliant.The landing
has a length of 30 which is less than the 36”minimum.The truncated domes have
been mostly shaved down.
406.4 High 1 Out High Landing will be fixed with corrective measure 15 as long as the slope is less than 2%in any direction.
Replace plastic truncated domes plate with a metal version.
499
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northeast of Visitor
Center
The south curb ramp for the crosswalk on the northeast corner of the Visitor Center is
not compliant.The cross slope is 2.27%to 3.14%which is over the 2%maximum.The
right flare is 12.1%which is over the 8.33%maximum.There is no ramp landing.The
truncated domes have been mostly shaved down.
405.3,406.3,406.4,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum cross slope of 2%.Add a ramp landing to the
top of the curb ramp and connect it to the accessible route.Replace plastic truncated domes plate
with a metal version.
500
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northeast of Visitor
Center
The north curb ramp for the crosswalk on the northeast corner of the Visitor Center is not
compliant.The ramp has a slope of 18.9%at the front which is over the 8.33%
maximum.The cross slope is 2.7%to 3.5%which is over the 2%maximum.The ramp
landing has a slope of 3.3%to 4%and a cross slope of 2.1%which are over the 2%
maximum.The truncated domes have been mostly shaved down.
405.2,405.3,406.4,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.Redo the ramp landing so the slope is less than 2%in any direction.Replace plastic truncated
domes plate with a metal version.
501
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northeast of Visitor
Center
The south curb ramp for the east side north crosswalk is not compliant.The ramp slope is
8.22%to 11.4%which is over the 8.33%maximum.The cross slope is 2.1%which is over
the 2%maximum.The landing has a slope of 6.7%to 7%which is over the 2%maximum.
The truncated domes have been mostly shaved down.
405.2,405.3,406.4,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.Redo the ramp landing so the slope is less than 2%in any direction.Replace plastic truncated
domes plate with a metal version.
502
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northeast of Visitor
Center
The north curb ramp for the east side north crosswalk is not compliant.The ramp slope is
13.34%at the front which is over the 8.33%maximum.The cross slope is 2.1%which is
over the 2%maximum.The landing has a slope of 2.62%to 3.14%which is over the 2%
maximum.The truncated domes have been mostly shaved down.There is a vertical
change of at the ramp start.
405.2,405.3,406.4,
705,303.2
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.Redo the ramp landing so the slope is less than 2%in any direction.Replace plastic truncated
domes plate with a metal version.Eliminate vertical changes over
503
Visitor Center
500 Big Thompson Ave.
Curb Ramps By North Entry of Visitor
Center
The curb ramp for the north entrance of the Visitor Center is not compliant.The ramp
slope is 11.57%to 12.1%which is over the 8.33%maximum.The cross slope is 2.27%
which is over the 2%maximum.The left flare has a slope of 12.46%and the right has a
slope of 11.92%which are over the 10%maximum.The truncated domes have been
mostly shaved down.
405.2,405.3,406.3,
705
High 1 Out High Redo curb ramp so it is ADA compliant with a maximum slope of 8.33%and maximum cross slope of
2%.Ramp flares should have a maximum slope of 10%.Replace plastic truncated domes plate with a
metal version.
504
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northwest of Visitor
Center
The south curb ramp for the west parking lot crosswalk is oddly shaped.The truncated
domes have been mostly shaved down.
406,705 Low 1 Out Medium Replace plastic truncated domes plate with a metal version.
505
Visitor Center
500 Big Thompson Ave.
Curb Ramps Northwest of Visitor
Center
The north curb ramp for the west parking lot crosswalk has the truncated domes have
been mostly shaved down.
705 Low 1 Out Medium Replace plastic truncated domes plate with a metal version.
506
Visitor Center
500 Big Thompson Ave.
Ramps Bus Loading Zone The curb ramp in the middle of the bus lane has the east flare with a slope of 9.63%which
makes this section of the sidewalk a ramp.The ramp height is 6 so handrails are
required.The bottom landing has a cross slope of 2.97%which is over the 2%maximum.
The top slope is narrower than the ramp at 83”due to a bench and the cross slope is
2.62%which is over the 2%maximum.
405.2,405.7,405.8 Medium 1 Out High Regrade the east ramp flare so the slope is less than 5%and will no longer be considered a ramp.
507
Visitor Center
500 Big Thompson Ave.
Stairs Call Center The stairway in the call center has non compliant handrails.The handrails have a height
of 38 to 41”.The right handrail extends only 6”beyond the last riser at the bottom
which is less than the 12”minimum.
505.4,505.10 Medium 2 Out Medium Remount handrails to an ADA compliant height of 34”to 38”.Extend the right handrail so it is a
minimum of 12”past the last riser at the bottom of the stairs.
508
Visitor Center
500 Big Thompson Ave.
Elevator Call Center The elevator in the call center area is not compliant.The door is offset and has a width of
35 3/8”which is less than the 36”minimum.The gap between the floor and cab is 1
which is over the 1 maximum.
407.4.3 High 2 Out High Add a gap filler for the floor gap.Investigate if door width can be fixed without replacing elevator.
509
Visitor Center
500 Big Thompson Ave.
Entrances North side of Visitor
Center
The exterior entrance doors on the north side of the building close from 90 12°too
quickly at 3.6 and 3.1 seconds which is under the 5 second minimum.
404.2.8 High 1 In Low Adjust door closers so doors close in no less than 5 seconds.
510
Visitor Center
500 Big Thompson Ave.
Entrances South side of Visitor
Center
The exterior entrance doors on the south side of the building close from 90 12°too
quickly at 2.2 and 3.4 seconds which is under the 5 second minimum.There is also a
carpeted rug on the inside of the doors that is on carpet floor and is unsecured and
moves.
302.2,404.2.8 High 1 In Low Adjust closers so door close in no less than 5 seconds.Remove rug.Rug was placed to reduce wear
on carpet by entrance,may need to either add an embedded entry slat mat like one in north vestibule
or replace carpet in lobby area with carpet tiles that can be replaced when they wear out)
511
Visitor Center
500 Big Thompson Ave.
Entrances South side of Visitor
Center Afterhours
The doors to the afterhours area/public restrooms are not compliant.The slope on the
outside of the doors is 2.1%to 2.62%which is over the 2%maximum.The west door
closes from 90 12°too quickly at 4.2 seconds which is less than the 5 second minimum.
There is a carpeted rug on the inside of the doors that is on carpet floor and is unsecured
and moves.
302.2,404.2.4,404.2.8 High 1 Out and
In
Medium Regrade the slope on the outside of the doors so it is less than 2%in any direction.Adjust closers so
door close in no less than 5 seconds.Remove rug.Rug was placed to reduce wear on carpet by
entrance,may need to either add an embedded entry slat mat like one in north vestibule or replace
carpet in lobby area with carpet tiles that can be replaced when they wear out).
512
Visitor Center
500 Big Thompson Ave.
Entrances Visitor Center North
Vestibule
The interior doors of the north entrance are not compliant.The east door has a slope in
the vestibule of 2.27%which is over the 2%maximum.The west door closes from 90 12°
too quickly at 3.7 seconds which is less than the 5 second minimum.The west door
requires 12.5 pounds of force and the east door requires 16.5 pounds of force which are
both over the 5 pound maximum.There is a carpeted rug on the inside of the doors that
is on carpet floor and is unsecured and moves.
302.2,404.2.4,404.2.8,
404.2.9
High 1 Out and
In
Medium Regrade the slope in the vestibule of the north entry so it is less than 2%in any direction.Adjust
closers so door close in no less than 5 seconds and requires no more than 5 pounds of force to
operate.Remove rug.Rug was placed to reduce wear on carpet by entrance,may need to either
add an embedded entry slat mat like one in north vestibule or replace carpet in lobby area with
carpet tiles that can be replaced when they wear out)
513
Visitor Center
500 Big Thompson Ave.
Entrances Women's Public Restroom The entrance door for the women’s restroom is not compliant.The maneuvering space
on the push side of the door is inadequate at 4 which is less than the 12”minimum.
The door requires 5.5 pounds to operate which is more than the 5 pound maximum.
404.2.4,404.2.9 High 3 Out and
In
High Reconfigure entrance so there is 12”minimum of maneuvering space on the latch side of the door.
Adjust door and/or closer so door requires no more than 5 pounds to operate.
514
Visitor Center
500 Big Thompson Ave.
Entrances Men's Public Restroom The entrance door for the men’s restroom is not compliant.The maneuvering space on
the push side of the door is inadequate at 4”which is less than the 12”minimum.The
door requires 5.5 pounds to operate which is more than the 5 pound maximum.The
door closes from 90 12°too quickly at 4.6 seconds which is less than the 5 second
minimum.
404.2.4,404.2.8,
404.2.9
High 3 Out and
In
High Reconfigure entrance so there is 12”minimum of maneuvering space on the latch side of the door.
Adjust door and/or closer so door requires no more than 5 pounds to operate and closes in no less
than 5 seconds.
515
Visitor Center
500 Big Thompson Ave.
Entrances Afterhours Area Public
Restrooms
The single door from the after hours restroom area to the ambassador counter area is
not compliant with a height of 79 which is less than the 80”minimum.
404.2.3 Medium 2 Out Medium Adjust or replace door so there is a minimum of 80”of height clearance.
516
Visitor Center
500 Big Thompson Ave.
Water Fountains Afterhours Area Public
Restrooms
The right water fountain is not compliant.The spout height is 37 which is less than the
38 43”height required.The water flow depth from the front edge is 6 which is over
the 5”maximum.
602.4,602.6 Medium 3 Out and
In
Medium Remount water fountain to Ada compliant height where the spout height is 38 43”.Adjust spout
angle so water flow is no more than 5”front the front edge.
517
Visitor Center
500 Big Thompson Ave.
Restrooms Family Public Restroom The family restroom sink does not have ADA compliant knee clearance at 26 which is
less than the 27”minimum.
606.2 High 3 In or
Out
Medium Raise the sink at least to have a minimum of 27”height for knee clearance.
518
Visitor Center
500 Big Thompson Ave.
Restrooms Women's Public Restroom The ADA stall in the women’s restroom is not ADA compliant.The door is 5”from the
side wall which is over the 4”maximum.The door is not self closing and does not have
ADA door pull handles.
604.8.1.2 Medium 3 In Medium Adjust door opening so it is 4”maximum from the side wall.Modify door so it is self closing.Add
ADA door pulls to both sides of the doors at an ADA compliant height.
519
Visitor Center
500 Big Thompson Ave.
Restrooms Women's Public Restroom The ambulatory stall is not ADA compliant with a width of 39”which is over the 35 37”
requirement.The approach width to the ambulatory stall is 39”which is less than the 42”
minimum.The door is not self closing.
604.8.2,604.8.1.2 High 3 In or
Out
High Remove first two stalls in the new section of the women’s restrooms and replace with an ambulatory
stall that is perpendicular to the other stalls.This will allow for a stall that is 60”deep minimum and
35 37”wide and has an adequate approach width.
520
Visitor Center
500 Big Thompson Ave.
Restrooms Men's Public Restroom The men’s restroom has 3 urinals and 3 toilets for a total of six fixtures.Six fixtures
require an ambulatory stall which is currently not present.
213.3.1 High 3 N/A N/A The stalls are 48”deep which is less than the 60”required for an ambulatory stall.
521
Visitor Center
500 Big Thompson Ave.
Restrooms Men's Public Restroom The men’s restroom ADA stall is not ADA compliant.The door is 5”from the sidewall
which is over the 4”maximum.The door is not self closing and does not have ADA door
pull handles.
604.8.1.2 Medium 3 In Medium Modify door so it is 4”maximum from the sidewall and is self closing.Add ADA door pulls to both
sides of the door.
522
Visitor Center
500 Big Thompson Ave.
Restrooms Men's Public Restroom The right urinal is not ADA compliant with an outer face depth of 12 from the rear
support which is under the 13 minimum.
605.2 High 3 Out Medium Replace urinal with an ADA compliant one mounted at the same ADA compliant height.
523
Visitor Center
500 Big Thompson Ave.
Restrooms Men's Public Restroom The Men’s restroom ADA stall does not have a compliant rear grab bar.The bar is
mounted with 11”to the close side and 25”to the open side.
604.5 Low 3 In Medium Remount grab bar so there is 12”to the closed side and 24”to the open side.
524
Visitor Center
500 Big Thompson Ave.
Restrooms Family Public Restroom The Family restroom ADA stall does not have a compliant rear grab bar.The bar is
mounted with 11 to the close side and 24 to the open side.
609.4 Low 3 In Medium Remount grab bar so there is 12”to the closed side and 24”to the open side.
525
Visitor Center
500 Big Thompson Ave.
Restrooms Women's Public Restroom The trash can in the Women’s restroom ADA stall is mounted too far away at 17”.604.7 High 3 In Low Remount trashcan so it is 7 9”from the front of the toilet.
526
Visitor Center
500 Big Thompson Ave.
Restrooms Women's Public Restroom The trash can in the Women’s restroom Ambulatory stall is mounted too close at 8”
before the front of the toilet which is outside of the 7 9”in front of the rim of the toilet.
604.7 High 3 In Low Remount trashcan so it is 7 9”from the front of the toilet.
527
Visitor Center
500 Big Thompson Ave.
Restrooms Family Public Restroom The toilet paper dispenser in the Family restroom is mounted with outlets at 4”and 10”
which is outside of the 7 9”requirement.
604.7 Low 3 In Low Remount the toilet paper dispenser so one of the outlets is in the 7 9”range.
528
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
There are 93 parking space in this parking lot section with 4 ADA parking spaces.None of
the ADA parking spaces have a sign.None are marked or sized to be van accessible.
208.2,502.2 High 1 In or
Out
Medium Add a sign to all 4 ADA parking spaces with one space modified to be Van Accessible”.The van space
needs to be 132”wide,should be able to restripe an access aisle and ADA parking space into a van
ADA parking space and narrower access aisle.
529
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The west ADA parking space is not compliant with a slope of 2.62%to 2.8%which is over
the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
530
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The middle west ADA parking space is not compliant with a slope of 2.1%to 3.67%which
is over the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
531
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The middle east ADA parking space is not compliant with a slope of 2.27%to 3.32%which
is over the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
532
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The east ADA parking space is not compliant with a slope of 3.14%to 3.32%which is over
the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
533
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The west ADA access aisle is not compliant with a slope of 2.1%to 3.84%which is over
the 2%maximum.
502.4 High 1 Out High Regrade ADA access aisle so the slope is less than 2%in any direction.
534
Transit Hub Shelter
1209 Manford Ave.
Parking Lot North of Transit Hub
Shelter
The east ADA access aisle is not compliant with a slope of 2.1%to 3.84%which is over the
2%maximum.
502.4 High 1 Out High Regrade ADA access aisle so the slope is less than 2%in any direction.
535
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route North of Transit Hub
Shelter
The sidewalk along the front of the ADA parking spaces is non compliant with a cross
slope of 2.1%in several spots which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
536
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route North of Transit Hub
Shelter
The sidewalk to the east of the ADA parking spaces has a non compliant cross slope of
2.44%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
537
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route Northeast of Transit Hub
Shelter
The top quarter of the sidewalk/ramp to the east of the ADA parking spaces with the
fence has a slope of 6.12%to 7.34%which makes this part of the sidewalk a ramp.The
cross slope is 2.1%up to 3.32%mainly at the top of the sidewalk/ramp.
403.3,405 High 1 Out High Maximum cross slope is 2%.Continued in ramps section.
538
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route East of Transit Hub
Shelter
The sidewalk to the east of the top of the sidewalk/ramp has a non compliant cross slope
of 2.62%which is over the 2%maximum.
403.3 Medium 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
539
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route South of Transit Hub
Shelter
The sidewalk to the east of the top of the sidewalk/ramp has a non compliant cross slope
of 2.62%which is over the 2%maximum.There is a section of the sidewalk where the
slope increases to 5.6%which is over the 5%maximum.
403.3 High 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
540
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route South of Transit Hub
Shelter
The sidewalk in front of the transit hub has a non compliant cross slope of 2.44%which is
over the 2%maximum.
403.3 High 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
541
Transit Hub Shelter
1209 Manford Ave.
Accessibl Route West of Transit Hub
Shelter
The sidewalk along Manford Ave.west of the stairs has some spots where the cross slope
is up to 2.1%which is over the 2%maximum.
403.3 Low 1 Out High Regrade sidewalk so cross slope is less than 2%and running slope is no more than 5%.
542
Transit Hub Shelter
1209 Manford Ave.
Curb Ramps North of Transit Hub
Shelter
The west ADA curb ramp has a non compliant vertical change.There is a chunk of
concrete broken out of the sidewalk surface by the truncated domes that is in height
which is over the maximum.
303.2 Medium 1 In or
Out
Low Refill broken out section or grind down edges at a 1:2 slope.
543
Transit Hub Shelter
1209 Manford Ave.
Curb Ramps North of Transit Hub
Shelter
The east ADA curb ramp by the ADA parking space does not have a compliant landing
with a slope of 2.44%which is over the 2%maximum.
406.4 Medium 1 Out Medium Regrade landing so the slope is less than 2%in any direction.
544
Transit Hub Shelter
1209 Manford Ave.
Curb Ramps North of Transit Hub
Shelter
The west sidewalk curb ramp is non compliant with a slope of 16%at the front of the
ramp which is over the 8.33%maximum.
405.2 Medium 1 Out Medium Regrade front of ramp so the slope is no more than 8.33%.
545
Transit Hub Shelter
1209 Manford Ave.
Ramps East of Transit Hub
Shelter
The top quarter of the sidewalk/ramp east of the ADA parking space and Transit hub has
a slope steep enough that it is a ramp.There are no handrails present.The top landing
has a non compliant cross slope of 4%which is over the 2%maximum.The bottom
landing has a non compliant slope of 4.37%which is over the 2%maximum.
405 High 1 Out High Can regrade ramp/sidewalk at top to reduce the slope below 5%and not need to regrade landings or
add handrails.If unable to,both landings need to be regraded to less than 2%in any direction.Also,
will need to add ADA compliant handrails to both sides of the ramp.
546
Transit Hub Shelter
1209 Manford Ave.
Signs Transit Hub Waiting Area The map sign on the wall of the transit hub is not compliant.The map is mounted at 72
to 88”on the wall and has 3/16”to 3/8”text.
703.4,703.5.5 Low 2 In Low Replace map with current transit shuttle map and lower the mounting height to 48”to 60”.
547
Transit Hub Shelter
1209 Manford Ave.
Signs Transit Hub Waiting Area There is a restroom sign with arrow on the fence east of the transit hub.There is only
one sign and no other directions to get to a restroom.
703 Low 3 In Low Remove sign if not providing restroom for the transit hub.Otherwise,will need to add wayfinding to
get from transit hub to restroom.All cross walks need to be stripped.Curb ramps for this route will
also need to be checked for compliance.
Route from Transit hub to Event Center:
548
Veteran's Monument Memorial
500 Big Thompson Ave.
Accessible Route Veteran's Monument The sidewalk through the Veteran’s memorial monument has non compliant cross slopes.
The west entry sidewalk has a cross slope of 2.1%.The east entry sidewalk has a cross
slope of 2.27%.There is a section by the Air Force sign where the cross slope is 4.2%.
The maximum cross slope for an accessible route is 2%.
403.3 Medium 1 Out High Regrade sidewalk so the cross slope is less than 2%.
549
Hydroplant Museum
1750 Fish Hatchery Road
Parking Lot ADA spaces North of
Hydroplant
The parking spaces for the Hydro plant museum area are not marked and the surface is
dirt/gravel.
502.2,502.4,302.1 High 1 Out Medium Pave the parking surface so there is room for one van accessible ADA parking space along with one
ADA access aisle.The slope must be less than 2%in any direction.Connect the access aisle to the
sidewalk.
550
Museum
200 Fourth St.
Parking Lot Main Museum Lot The museum ADA parking space is not compliant.There is no access aisle and the space is
only 129 wide which is less than the 192”minimum needed to have a van accessible
space with aisle.The ADA space itself has a cross slope ranging from 3.14%to 5.6%
which is over the 2%maximum.The space is not connected to the accessible route due
to the curb.
502.2,502.3,502.4 High 1 Out High Regrade ADA parking space so the slope is no more than 2%in any direction.Restripe the ADA
parking space is a minimum 132”in width.Add an access aisle that is a minimum 60”in width.Add a
curb ramp to the front of the access aisle so it is connected to the accessible route.
551
Museum Annex
220 Fourth St.
Parking Lot Museum Annex Lot There are seven ADA parking spaces in the Museum Annex parking spot and all of them
are non compliant due to slopes and cross slopes being over the maximum amount
allowed.Only 3 ADA spaces are required for the parking lot with one being van
accessible.There are no compliant access aisles,and none of the ADA parking spots or
aisles are connected to the accessible route.
208.2,502.3,502.4 High 1 Out High Regrade a section of the parking lot that is closest to the Museum Annex for three ADA parking
spaces and two ADA access aisles.The slope should be less than 2%in any direction.The access
aisles should be connected to the accessible route.If left where they currently are,a crosswalk will
need to be striped and regraded so the cross slope is no more than 2%and slope no more than 5%.
552
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The bridge by the Hydro plant museum has a non compliant gap on the north side of the
bridge.There is a 3/8”to 1 gap between the sidewalk edge and the bridge.
Additionally,the sidewalk end is beveled towards the gap increasing the severity.
302.3 High 2 In or
Out
Medium Fill in gap so the space between the sidewalk and the bridge is less than The maximum vertical
change allowed at the bridge end is
553
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The sidewalk between the Hydro plant museum and the bridge has a couple sections with
a non compliant vertical change.There is a and a vertical change along this
sidewalk section.
303.2 Medium 2 In or
Out
Medium Grind the vertical change so it is less than or regrade that section so there is no vertical change
over
554
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The sidewalk between the bridge and the Hydro plant museum is not ADA compliant.The
slope of the sidewalk ranges from 5.6%to 12.46%and the cross slope ranges from 1.9%
to 2.44%which is over the 2%maximum.The slope of the sidewalk makes it a ramp and
there are no compliant handrails or landings for the ramp.
403.3,405 High 2 Out High Regrade this section of the sidewalk.Option one is to reduce the slope of the sidewalk by leveling out
the sidewalk elevation so the running slope is no more than 5%and the cross slope is less than the 2%
maximum.Option 2 is to create landings on both sides of the sidewalk that have a slope less than 2%
in any direction,then add ADA compliant handrails to both sides of the ramp.
555
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The bridge from the Hydro plant museum to O’Connor Pavilion is not ADA compliant.
The slope of the bridge is up to 5.77%which makes it a ramp.There is no ADA compliant
landing on the north side of the bridge.The bridge does not have handrails.
403.3,405 Medium 2 Out High Regrade the sidewalk on the north side so there is a landing that is 60”long and the slope is less than
the 2%maximum.Add ADA compliant handrails to both sides of the bridge.Add curb barriers to
both sides of the bridge.
556
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The sidewalk from the Hydro plant office to the museum is not ADA compliant.The slope
of the sidewalk ranges from 5.42%to 11.92%which is over the 5%maximum and makes
it a ramp.The cross slope of the sidewalk is up to 3.84%which is over the 2%maximum.
403.3,405 High 1 Out High Redo the sidewalk so the running slope is less 5%and cross slope is less than 2%.May need to change
the route,otherwise will have to treat as a ramp and add level landings and handrails.
557
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The display/information structure next to the hydro museum office has non compliant
cross slopes of 2.44%and the entry cross slope is 5.24%which are over the 2%
maximum.
403.3 Medium 2 Out High Regrade the sidewalk and entry so the cross slope is less than the 2%maximum.
558
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Route Sidewalks Hydroplant The sidewalk from the Hydro plant museum office to the nearby parking lot is not ADA
compliant.The slope of the sidewalk has a range that is up to 8.22%to 9.28%which is
over the 5%maximum making this section a ramp.The cross slope of the sidewalk near
the fork is up to 3.67%which is over the 2%maximum.
403.3,405 High 1 Out High Regrade the sidewalk so the running slope is less than 5%and the cross slope is less than 2%.
Otherwise,this is a ramp and needs to have level landings and ADA compliant handrails added.
559
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk between the Museum Annex and the Museum is not ADA compliant.The
slope of the sidewalk reaches ranges from 7%to 12.1%which is over the 5%maximum
and makes this section a ramp.The cross slope is up to 8.4%which is over the 2%
maximum.
403.3,405 High 1 Out High Reconfigure this section of sidewalk so the running slope is less than 5%and the cross slope is less
than 2%.Otherwise need to add level landings with ADA compliant handrails and treat this section as
a ramp.
560
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk between the Museum office entrance and the main entrance is not
compliant.The cross slope ranges from 2.44%to 2.97%which is over the 2%maximum.
403.3 Medium 2 Out Medium Regrade sidewalk so the cross slope is less than the 2%maximum.
561
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk at the main entrance has a slope that is up to 5.07%which makes part of
this section a ramp.
403.3,405 Medium 1 Out Medium Regrade sidewalk by front entry so the slope is less than 5%and cross slope less than 2%.
562
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk outside the Museum rear door is not ADA compliant.The sidewalk has a
cross slope that ranges from 2.1%to 4%which is over the 2%maximum.
403.3 High 1 Out Medium Redo sidewalk so the cross slope is less than the 2%maximum.
563
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The section of sidewalk that angles down toward the Joel Estes statue is not ADA
compliant.The slope of the sidewalk ranges from 4%to 6.82%which makes it a ramp.
403.3,405 High 1 Out High Regrade/Reconfigure the sidewalks between the rear of the Museum and the Cobb Macdonald cabin
and Boyd building so the running slopes are less than 5%and the cross slopes are less than 2%.Any
running slope over 5%is considered a ramp and needs level landings on both sides as well as ADA
compliant handrails on both sides.
564
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk on the south side of the Joel Estes statue is not ADA compliant.The running
slope ranges from 5.42%to 5.94%which is over the 5%maximum and makes this section
a ramp.
403.3,405 High 1 Out High Regrade/Reconfigure the sidewalks between the rear of the Museum and the Cobb Macdonald cabin
and Boyd building so the running slopes are less than 5%and the cross slopes are less than 2%.Any
running slope over 5%is considered a ramp and needs level landings on both sides as well as ADA
compliant handrails on both sides.
565
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The section of sidewalk on the west side of the Joel Estes statue is not ADA compliant.
The cross slope is up to 3.84%which is over the 2%maximum.
403.3 Medium 1 Out Medium Regrade this section so the cross slope is less than the 2%maximum.
566
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk on the northeast side of the Joel Estes statue is not ADA compliant.The
running slope ranges from 11.4%to 12.63%which is over the 5%maximum and makes
this section a ramp.
403.3,405 High 1 Out High Regrade/Reconfigure the sidewalks between the rear of the Museum and the Cobb Macdonald cabin
and Boyd building so the running slopes are less than 5%and the cross slopes are less than 2%.Any
running slope over 5%is considered a ramp and needs level landings on both sides as well as ADA
compliant handrails on both sides.
567
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk by the west entry of the Cobb Macdonald cabin has a slope of 6.82%which
is over the 5%maximum and makes this section a ramp.
403.3,405 High 2 Out Medium Regrade/raise sidewalk so the slope is less than 5%and cross slope is less than 2%with the sections
near the entrances close to level with the thresholds of the entry doors.
568
Museum
200 Fourth St.
Accessible Route Sidewalks Museum The sidewalk on the north side of the Boyd building is not ADA compliant.The running
slope ranges from 7.52%to 9.28%which makes this section a ramp.The cross slope
ranges from 2.97%to 4%which is over the 2%maximum.
403.3,405 High 1 Out High Regrade/Reconfigure the sidewalks between the rear of the Museum and the Cobb Macdonald cabin
and Boyd building so the running slopes are less than 5%and the cross slopes are less than 2%.Any
running slope over 5%is considered a ramp and needs level landings on both sides as well as ADA
compliant handrails on both sides.
569
Museum Annex
220 Fourth St.
Ramps Main Entrance The ramp by the Museum Annex entrance is not ADA compliant.The bottom of the ramp
has a cross slope of 3.32%which is over the 2%maximum.The handrails do not extend
beyond the ramp bottom and are 2 5”short of the landing which is less than the 12”
minimum beyond the ramp bottom.The handrails extend 5”and 9”beyond the top of
the ramp which is less than the 12”minimum beyond the ramp end.The right handrail at
the top of the ramp has a 1”gap between the handrail and the wall which is less than the
1 minimum gap required.The bottom ramp landing has a cross slope of 4.2%which is
over the 2%maximum.
405.3,405.7,405.8 High 1 Out High Regrade bottom of ramp and ramp landing so the cross slope is less than the 2%maximum and the
landing has a slope less than 2%in any direction.The handrails need to be extended a minimum of
12”beyond the top and bottom of the ramp.There should be a minimum of 1 between the
handrail and adjacent surface.
570
Hydroplant Museum
1750 Fish Hatchery Road
Stairs By Hydroplant The stairs by the Hydro plant museum are not ADA compliant.The tread depths are not
uniform and range from 12”to 13”in depth.There are no handrails present.
504.2,505 High 2 Out High Redo stairs so the tread depths and riser heights are uniform.Add ADA compliant handrails to both
sides of the stairs.
571
Museum Annex
220 Fourth St.
Stairs Main Entrance The main entry stairs for the Museum Annex are not ADA compliant.The riser heights
are not uniform and range from 4 to 6”.The tread depths are not uniform and range
from 10 to 11”.The right handrails have a 1 1/8”gap between the handrail and
adjacent surface which is less than the 1 minimum.
504.2,505.5 High 1 Out High Redo stairs so the tread depths and riser heights are uniform.There should be a minimum 1 gap
between the handrail and adjacent surfaces.
572
Hydroplant Museum
1750 Fish Hatchery Road
Entrances Hydroplant Office The entrance door to the Hydro Plant Museum Office is not ADA compliant.The slope on
the inside of the door is 2.27%and on the outside is 3.32%which are over the 2%
maximum.The maneuvering width on the inside,pull side,of the door is 13”due to a
table which is less than the 18”minimum.The threshold for the entry door is 1 3/8”in
height which is over the maximum allowed.There is no kickplate present,and the
door is flat for 8 which is less than the 10”minimum.The door has a glass window
with a bottom height of 56 5/8”which is over the 40”maximum.There is a carpeted rug
with rubber edges that is not attached to the ground.
302.2,404.2.4,404.2.5,
404.2.10,404.2.11
High 1 In and
Out
High The slope on both sides of the door needs to be less than the 2%maximum.Move the table on the
inside,pull side,of the door so there is a minimum of 18”between the door and the table.The
threshold needs to be replaced with one that has a maximum height of with the top beveled
1:2.Add a 10”kickplate to the bottom of the push side of the door.The bottom edge of the window
in the door should be 43”maximum Replace the door?Is it considered historic and is protected?).
Secure the edges of the rug to the floor.
573
Hydroplant Museum
1750 Fish Hatchery Road
Entrances Hydroplant Office The Hydro Plant Museum office ADA restroom door is not ADA compliant.The door has
a height of 79 which is less than the 80”minimum.The threshold is stepped instead of
beveled.The door closes from 90°to 12°in 3.2 seconds which is less than the 5 second
minimum.The pull side of the door has 8”of maneuvering width which is less than the
18”minimum.There is no kickplate on the door and the flat door surface is 8 high
which is less than the 10”minimum.
404.2.3,404.2.4,
404.2.5,404.2.8,
404.2.10
High 3 In Medium Replace the threshold with a beveled one that is in height which will fix the threshold issue along
with the door height issue.Adjust the door closer so the door closes from 90°to 12°in no less than 5
seconds.Add a 10”high kickplate on the door.Move the heater toward the non ADA restroom door
to create a minimum of 18”of maneuvering width.
574
Hydroplant Museum
1750 Fish Hatchery Road
Entrances Hydroplant Museum The entrance door to the Hydro Plant Museum is not ADA compliant.The slope on the
outside of the door ranges from 2.8%to 3.84%which are over the 2%maximum.The
door has a glass window with a bottom height of 52 3/8”which is over the 40”maximum.
There is a carpeted rug with rubber edges that is not attached to the ground.
302.2,404.2.4,
404.2.11
Medium 2 Out Medium The entrance door to the Hydro Plant Museum is not ADA compliant.The slope on the outside of the
door ranges from 2.8%to 3.84%which are over the 2%maximum.The door has a glass window with
a bottom height of 52 3/8”which is over the 40”maximum.There is a carpeted rug with rubber
edges that is not attached to the ground.
575
Museum
200 Fourth St.
Entrances Cobb Macdonald Cabin The south door of the Cobb Macdonald is not ADA compliant.The height of the door is
74 and the width is 28”which are both less than the minimums allowed.The slope on
the outside of the door is 2.1%which is over the 2%maximum.There is no kickplate on
the door and the flat door surface is 3 high which is less than the 10”minimum.The
door knob is round and requires grasping which is not compliant.
404.2.3,404.2.3,
404.2.4,404.2.7,
404.2.10
High 2 In and
Out
Medium The door minimums for ADA compliance are 80”in height and 32”in width.Regrade the outside of
the door so the slope is less than the 2%maximum.Add a 10”high kickplate on the door.Add a
lever type door handle or other type of ADA compliant handle to the door.
576
Museum
200 Fourth St.
Entrances Cobb Macdonald Cabin The west door of the Cobb Macdonald is not ADA compliant.The height of the door is 76
3/8”and the width is 27 which are both less than the minimums allowed.The slope
on the outside of the door is 4.72%which is over the 2%maximum.The slope on the
inside of the door is 2.62%which is over the 2%maximum.The threshold of the door is
3”in height which is over the maximum.There is no kickplate on the door and the flat
door surface is 8”high which is less than the 10”minimum.The door knob is round and
requires grasping which is not compliant.The door has 35 of maneuvering depth on
the pull side which is less than the 60”minimum.
404.2.3,404.2.3,
404.2.4,404.2.5,
404.2.7,404.2.10
High 2 In and
Out
Medium The door minimums for ADA compliance are 80”in height and 32”in width.Regrade the inside and
outside of the door so the slope is less than the 2%maximum.Replace the threshold of the door with
an ADA compliant one that is less than the maximum with the top beveled 1:2.Add a 10”high
kickplate on the door.Add a lever type door handle or other type of ADA compliant handle to the
door.Reconfigure area so door can have 60”of maneuvering depth on the pull side.
577
Museum
200 Fourth St.
Entrances Boyd Building The entrance door to the Boyd building is 27 3/8”wide which is less than the 32”
minimum.The slope on the outside of the door is 2.44%which is over the 2%maximum.
The threshold of the door is 1”in height which is over the maximum.There is a
carpeted rug with rubber edges that is not attached to the ground.
302.2,404.2.3,404.2.4,
404.2.5
Medium 2 In and
Out
High The door minimums for ADA compliance are 80”in height and 32”in width.Regrade the outside of
the door so the slope is less than the 2%maximum.Secure the edges of the rug to the floor.
578
Museum
200 Fourth St.
Entrances Main Entry The front entrance doors to the Museum are not ADA compliant.The slope on the
outside of the doors is 4.2%and the cross slope is 3.14%which are over the 2%
maximum.The doors close from 90°to 12°in 4.2 and 2.5 seconds which is less than the 5
seconds minimum.Both doors do not have a kickplate and only 4 7/8”of flat door
surface from the floor.There is a carpeted rug with rubber edges that is not attached to
the ground.
302.2,404.2.4,404.2.8,
404.2.10
High 1 In and
Out
Medium Regrade the outside of the doors so the slope is less than the 2%maximum.Adjust the door closers
so the door closes from 90°to 12°in no less than 5 seconds.Add a 10”kickplate to the doors.Secure
the edges of the rug to the floor.
579
Museum
200 Fourth St.
Entrances Main Entry The interior doors of the Museum front entrance are not ADA compliant.The left door
closer has a height of 77 which is less than the 78”minimum.The right door closes
from 90°to 12°in 2.9 seconds which is less than the 5 seconds minimum.The doors
require 10 pounds and 13 pounds of force to operate which is more than the 5 pound
maximum.Both doors do not have a kickplate and only 8”of flat door surface from the
floor.There is a carpeted rug with rubber edges that is not attached to the ground.
302.2,404.2.3,404.2.8,
404.2.9,404.2.10
Medium 2 In Medium Adjust the door closers so the door closes from 90°to 12°in no less than 5 seconds and require no
more than 5 pounds of force.Add a 10”kickplate to the doors.Secure the edges of the rug to the
floor.
580
Museum
200 Fourth St.
Entrances Rear The Museum rear door is not ADA compliant.The slope on the outside of the door is
2.62%which is over the 2%maximum.The handles on the outside are at heights of 29
34 and 48 54”which are mostly outside of the 34”48”compliant range.
404.2.4,404.2.7 Medium 2 In and
Out
Medium Remove the two handles and replace with one ADA compliant handle that is mounted between 34”
and 48”.The door does have an ADA opener device.Regrade the onside of the door so the slope is
less than 2%in any direction.
581
Museum
200 Fourth St.
Entrances Rear The rear door of the Museum conference room is not ADA compliant.The height of the
doorway is 79 with the closer height 76 which are less than the 80”and 78”
minimums.The door closes from 90°to 12°in 1.5 seconds which is less than the 5 second
minimum.There is a carpeted rug with rubber edges that is not attached to the ground.
302.2,404.2.3,404.2.8 High 2 In and
Out
High The door minimums for ADA compliance are 80”in height and 32”in width.The closer height is
allowed to be a minimum of 78”.Adjust the door closer so the door closes from 90°to 12°in no less
than 5 seconds.Secure the edges of the rug to the floor.
582
Museum
200 Fourth St.
Entrances Interior The door to the Museum women’s restroom is not ADA compliant.The door is recessed
30 and has 8 of maneuvering width on the push side of the door which is less than
the 12”minimum.The door closes too quickly from 90°to 12°in 3.4 seconds which is
less than the 5 second minimum.The door requires 11 pounds of force to operate which
is less than the 5 pound maximum.There is no kickplate and the door surface is flat for
only 8”from the floor.
404.2.4,404.2.8,
404.2.9,404.2.10
High 3 In and
Out
Medium Add an ADA button to the door.Add a 10”kickplate to the door.
583
Museum
200 Fourth St.
Entrances Interior The door to the Museum men’s restroom is not ADA compliant.The door is recessed 30
1/8”and has 8 of maneuvering width on the push side of the door which is less than
the 12”minimum.The door closes too quickly from 90°to 12°in 4 seconds which is less
than the 5 second minimum.The door requires 8 pounds of force to operate which is less
than the 5 pound maximum.There is no kickplate and the door surface is flat for only 8”
from the floor.
404.2.4,404.2.8,
404.2.9,404.2.10
High 3 In and
Out
Medium Add an ADA button to the door.Add a 10”kickplate to the door.
584
Museum
200 Fourth St.
Entrances Interior The Museum conference room door closes too quickly from 90°to 12°in 3.3 seconds
which is less than the 5 second minimum.There is no kickplate and the door surface is
flat for only 8”from the floor.The maneuvering clearance for the pull side of the door is
blocked by the tree cut rings display.
404.2.4,404.2.8,
404.2.10
Medium 2 In Low Adjust the door closers so the doors close from 90°to 12°in no less than 5 seconds.Add a 10”
kickplate to the door.Move the display to the hinge side of the door or elsewhere so there is a 18”
wide by 60”deep maneuvering space on the pull side of the door.
585
Museum Annex
220 Fourth St.
Entrances Main Entry The Museum Annex entrance doors close too quickly from 90°to 12°in 3 seconds and 3.5
seconds which is less than the 5 second minimum.There is a carpeted rug with rubber
edges that is not attached to the ground.
302.2,404.2.8 Medium 2 In Medium Adjust the door closers so the doors close from 90°to 12°in no less than 5 seconds.Secure the edges
of the rug to the floor.
586
Museum Annex
220 Fourth St.
Entrances Main Entry The interior doors of the Museum Annex main entrance are not ADA compliant.The
doors close from 90°to 12°in 4 seconds and 4.3 seconds which is less than the 5 second
minimum.The required force to operate the doors is 10 pounds and 9 pounds which are
over the 5 pound maximum.
404.2.8,404.2.9 Low 2 In Low Adjust the door closers so the doors close from 90°to 12°in no less than 5 seconds and require no
more than 5 pounds of force to operate.The right door does have an ADA opener and needs to be
turned on when building is open to the public.
587
Museum Annex
220 Fourth St.
Entrances Interior The door to the Museum Annex Reference Room has a non ADA compliant door height at
79 which is less than the 80”minimum.
404.2.3 Medium 2 In Medium Modify door frame so the height is a minimum of 80”.
588
Museum Annex
220 Fourth St.
Entrances Interior The Museum Annex restroom door is not ADA compliant.The door closes from 70°to 12°
in 3.75 seconds which is less than the 5 second minimum.The door requires 7 pounds of
force to operate which is over the 5 pound maximum.There is a Step N Pull”mounted
underneath the door which causes the door to stick open when at 90°.
404.2.4,404.2.8,
404.2.9
Medium 3 In Medium Move the Step N Pull”to the proper place being mounted on the inside surface of the door.Adjust
the door closer so the door close from 90°to 12°in no less than 5 seconds and require no more than
5 pounds of force to operate.
589
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Pathway Hydroplant Museum The accessible pathway in the Hydro Plant Museum is not ADA compliant.There are
areas where the slope reaches up to 14.77%and the cross slope is up to 4.2%which are
over the 5%and 2%maximums.
403.3 High 2 Out High Regrade and/or add a floor surface to the Hydro Plant Museum so there is a pathway that is 36”wide
and has a running slope less than 5%and cross slope less than 2%.
590
Hydroplant Museum
1750 Fish Hatchery Road
Accessible Pathway Hydroplant Museum There are several protrusions around the accessible pathway of the Hydro Plant Museum.
The Hug wheel has a wheel crank with a 35 3/8”leading edge and a 6 7”protrusion.The
back of the Worthington wheel has an 8”protrusion with a 33”leading edge height.The
rear of the hug wheel has an 8”protrusion with a 37”leading edge.The rear room has
wood display plaques mounted on the wall that have a 9 protrusion with a 42 to
43”leading edge.
307 High 2 In or
Out
Medium Add a shield to these areas from the ground to the leading edge of the protrusions.
591
Museum
200 Fourth St.
Accessible Pathway Cobb Macdonald Cabin The south side of the Cobb Macdonald cabin has a pathway that is 48”wide.There is no
passing space provided and is required since access route is less than 60"wide.
403.5.3 High 2 In High Reconfigure so that there is a 60”wide pathway.
592
Museum
200 Fourth St.
Accessible Pathway Cobb Macdonald Cabin The west side of the Cobb Macdonald cabin has a pathway that is 51”wide and 35
deep with no turnaround space provided.The slope of the area is 2.62%and at the
doorway entrance.
304.3,403.3 High 2 In and
Out
High Reconfigure so that there is a 60”diameter turnaround space.Regrade the slope of the floor so it is
less than 2%in any direction.
593
Museum
200 Fourth St.
Accessible Pathway Interior The retail area of the Museum is not ADA compliant.There is a table in the middle of the
area that reduces the accessible pathway to 22”to 32”which is less than the 36”
minimum.
403.5 High 2 In Medium Rearrange retail shop so there is a 36”wide minimum pathway around the retail area.
594
Museum
200 Fourth St.
Accessible Pathway Interior The Museum Gallery has a tree by the Stories under the stars”exhibit that leans into the
accessible pathway.The leading edge is 57”and the protrusion extends up to 12”into
the pathway.
307 Medium 2 In Medium Add a shield around the base of the protrusion that is 27”minimum in height from the floor,or adjust
tree so it does not protrude into accessible pathway.
595
Museum
200 Fourth St.
Accessible Pathway Interior The Museum Gallery has display boxes mounted on the walls of the Stanley Steamer area
that are not ADA compliant.The displays protrude 9 to 9 3/8”into the accessible
pathway and have a leading edge of 35 3/8”in height.
307 Medium 2 In Medium Add a shield that reduces the leading edge to a maximum of 27”or from the floor up a minimum of
27”.
596
Hydroplant Museum
1750 Fish Hatchery Road
Stairs Hydroplant Museum The Hydro Plant Museum has single steps into the Worthington Wheel area that are not
ADA compliant with missing handrails.The riser heights are not compliant at 11”and 11
which is over the 7”maximum.
505 High 2 Out High Add a second step with a height 4 7”and make riser heights uniform.Add ADA compliant handrails
to both sides of the stairs.
597
Hydroplant Museum
1750 Fish Hatchery Road
Signs Hydroplant Office The sign for the Hydro Plant Museum office is not ADA compliant.There is only 8”of
clear floor space which is less than the 18”minimum.The pictogram has a height of 3
3/8”which is less than the 6”minimum.
703.4,703.6 Medium 3 In Medium Move heater and replace sign with an ADA compliant one.
598
Hydroplant Museum
1750 Fish Hatchery Road
Signs Hydroplant Office The Open/Closed sign for the Hydro Plant Museum office is not Ada compliant.The sign
does not have raised letters or braille and is mounted at a height of 63 5/8”.
703.2,703.3,703.4 Low 2 In Low Replace with an ADA compliant sign that is mounter with the text baseline 48”to 60”in height.
599
Museum
200 Fourth St.
Signs Interior The Museum Annex restroom sign is not ADA compliant.The sign is mount on the push
side of the door.
703.4 Medium 3 In Low Move the sign to the latch side of the door with the text baseline mounted 48”to 60”in height.
600
Museum
200 Fourth St.
Signs Interior The signs for the Museum women’s restroom are not compliant.The signs have a
pictogram height of 4”which is less than the 6”minimum.One sign is mounted on the
push side of the door with a text baseline of 60 5/8”.
703.4,703.6 Low 3 In Low Remove sign that is on the door and replace the sign on the wall with an ADA compliant one.
601
Museum
200 Fourth St.
Signs Interior The signs for the Museum men’s restroom are not compliant.The signs have a pictogram
height of 4”which is less than the 6”minimum.One sign is mounted on the push side of
the door with a text baseline of 60 5/8”.
703.4,703.6 Low 3 In Low Remove sign that is on the door and replace the sign on the wall with an ADA compliant one.
602
Museum
200 Fourth St.
Signs Interior The sign for the Museum conference room is not ADA compliant with no raised letters or
braille and being made of printer paper mounted on the pull side of the door.
703.2,703.3,703.4 Medium 2 In Low Replace with an ADA compliant sign on the latch side of the door.
603
Museum
200 Fourth St.
Controls Interior The screen toggles for the Museum conference room are not ADA compliant being
mounted at a height of 49
308.1 Medium 4 In or
Out
Medium Remount switches so they are a maximum of 48”in height.
604
Museum
200 Fourth St.
Controls Interior The Stories under the stars”exhibit has buttons to activate stories that have a height of
3 to 7 which is less than the 15”minimum.The stumps for seating are 29”which is
less than the 36”accessible pathway needed.
308.1,403.3 Medium 4 In Medium Raise the button so they are a minimum of 15”in height and rearrange the stumps so there is a 36”
entrance to the buttons.
605
Museum
200 Fourth St.
Controls Main Entry The button for the front entrance ADA door does not have a compliant clear floor space
with a slope of 2.1%which is over the 2%maximum.
404.3.5 High 2 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
606
Museum
200 Fourth St.
Controls Rear Entry The button for the rear entrance ADA door does not have a compliant clear floor space
with a slope of 2.44%which is over the 2%maximum.
404.3.5 High 2 Out Medium Regrade clear floor space so the slope is less than 2%in any direction.
607
Museum
200 Fourth St.
Seating Areas Interior The Museum gallery has two sitting areas to view information videos.The first is by the
gallery entrance and the second is the Park Theatre exhibit.Neither area has wheelchair
space for ADA seating.
802 High 2 In Medium Reconfigure both seating areas so the is one area with a 36”wide by 48”deep clear space for a
forward approach or a 36”wide by 60”deep clear space for s side approach.
608
Hydroplant Museum
1750 Fish Hatchery Road
Seating Areas Hydroplant Office The Museum Hydro Plant area has a picnic bench and table but no ADA seating available.
The slope of the area is 6%and the cross slope is 2.44%which are over the 2%maximum.
902.2 High 4 In and
Out
Medium Replace picnic table with one that has ADA seating.Regrade picnic area surface so the slope is less
than 2%in any direction.
609
Hydroplant Museum
1750 Fish Hatchery Road
Retail Counters Hydroplant Office The counter for the Museum hydro Plant office is not ADA compliant.There is no
compliant knee clearance with only 1”of depth under neath the counter.The cross slope
for the counter area is 2.79%which is over the 2%maximum.
904,305.2 High 2 In and
Out
Medium Add a cut out that is 36”wide and 27”in height and is a minimum of 17”under the counter which is
24”.Adjust the flooring area so the cross slope is less than 2%.
610
Museum
200 Fourth St.
Retail Counters Interior The main counter of the Museum does not have compliant ADA knee clearance.There is
2”of knee depth under the counter which is less than the 17”minimum.
904,306.2,306.3 High 2 In Medium Replace counter with one that has ADA compliant knee clearance that is 36”wide,27”in height,and
17”in depth minimum.
611
Museum
200 Fourth St.
Retail Counters Interior The counter in the retail shop of the Museum is not ADA compliant.There is 1 2”of
knee depth under the counter which is less than the 17”minimum.The counter is split
into two heights that are 28 and 23”wide which is less than the 36”minimum.
904,306.3 High 2 In Medium Replace counter with one that has ADA compliant knee clearance that is 36”wide,27”in height,and
17”in depth minimum.
612
Museum
200 Fourth St.
Service Counters Interior The kitchenette counter in the Museum conference room is not Ada compliant.The
counter has a top height of 36 which is over the 36”maximum.The knee depth under
the counter is 12 which is less than the 17”.
904,306.3 Medium N/A N/A N/A This is not a non compliance issue since the counter is not a retail one but should be noted.It would
not be compliant as a serving area due to the counter height being 36 which is over the 34”
maximum.
613
Museum
200 Fourth St.
Coat Hooks and Shelves Interior The coat hooks and shelves in the Museum main lobby are not compliant.The ADA shelf
is blocked by a pamphlet holder.
225.2.2 High 2 In Low Move the pamphlet holder to another location so the shelf is accessible.
614
Museum
200 Fourth St.
Water Fountains Interior There is only one water fountain and not the required two with one wheelchair and one
standing.The water fountain has 25 of knee height which is less than the 27”
minimum.The is only 2 width between water fountain and tree ring cut display.
602.7,602.2 High 3 Out High Remount current water fountain so knee height is 27”minimum and is compliant for a wheelchair.
Add a standing water fountain next to this one.Move tree ring cut display.
615
Hydroplant Museum
1750 Fish Hatchery Road
Restrooms ADA Restroom The Hydro plant museum office ADA restroom is not ADA compliant.The distance
between the side wall and the sink is 39 which is less than the 60”minimum required
for the toilet clear floor space.
604.3.2 High 3 Out High Remount the sink so there is a 60”wide clear floor space around the toilet.
616
Hydroplant Museum
1750 Fish Hatchery Road
Restrooms ADA Restroom The Hydro plant museum office ADA restroom does not have a compliant knee height for
the counter.The bottom of the sink basin has a height of 26”which is less than the 27”
minimum.
606.2 High 3 In or
Out
Medium Raise counter so the knee height is a minimum of 27”.
617
Museum Annex
220 Fourth St.
Restrooms Main Restroom The Museum Annex public restroom does not have a compliant knee height for the
counter and sinks.The bottom of the sink basin has a height of 26”which is less than the
27”minimum.
606.2 High 3 In or
Out
Medium Raise counter so the knee height is a minimum of 27”.
618
Museum Annex
220 Fourth St.
Restrooms Main Restroom The Museum Annex public restroom ADA stall has a pull handle on the inside of the door
only.The door self closes 90%but not all the way.
604.8.1.2 Low 3 In Low Add a pull handle on the outside of the ADA stall door.Adjust hinges so door self closes the entire
way.
619
Museum Annex
220 Fourth St.
Restrooms Main Restroom The Museum Annex public restroom ADA stall toilet has the control on the closed side. 604.6 High 3 In Medium Replace toilet so the controls are on the open right)side.
620
Museum Annex
220 Fourth St.
Restrooms Main Restroom The Museum Annex public restroom ADA stall grab bars are not compliant.The rear grab
bar has a height of 36 which is over the 36”maximum.The side grab bar is 47
from the rear wall with a 5 gap which is less than the 54”minimum with a 12”
maximum gap.
604.5 High 3 In Medium Remount both grab bar so the rear grab bar has a maximum height of 36”and the side grab bar is 12”
from the rear wall and 54”minimum.
621
Museum Annex
220 Fourth St.
Restrooms Main Restroom The Museum Annex public restroom mirror is not ADA compliant.The bottom reflective
edge of the mirror is 49 3/8”which is over the 40”maximum.
603.3 High 3 In Medium Remount the mirror so the bottom reflective surface is no higher than 40”.
622
Museum
200 Fourth St.
Restrooms Women's The Museum public women’s restroom does not have a compliant knee height for the
counter and sinks.The bottom of the sink basin has a height of 25 which is less than
the 27”minimum.
606.2 High 3 In or
Out
Medium Raise counter so the knee height is a minimum of 27”.
623
Museum
200 Fourth St.
Restrooms Women's The ADA stall in the Museum public women’s restroom is not ADA compliant.The door is
4 from the side wall which is more than the 4”maximum.The door is not self closing
and only closes of the way.There are no pull handles.
604.8.1.2 High 3 In and
Out
High Adjust stall door so it is no more than 4”from the side wall.Adjust or replace hinges so door self
closes completely.Add pull handles to both sides of the door.
624
Museum
200 Fourth St.
Restrooms Women's The Museum public women’s restroom ADA stall has a non compliant rear grab bar.The
bar is 11 and 24 to each side of the toilet centerline which is to far to the open
side.
604.5 Low 3 In Medium Remount the rear grab bar so there is 12”to the closed side and 24”to the open side.
625
Museum
200 Fourth St.
Restrooms Women's The trashcan in the Museum public women’s restroom ADA stall has an outlet distance of
16 which is outside the 7 9”.
604.7 Medium 3 In Medium Remount trashcan so the outlet is 7 9”from the front edge of the toilet.
626
Museum
200 Fourth St.
Restrooms Men's The Museum public men’s restroom does not have a compliant knee height for the
counter and sinks.The bottom of the sink basin has a height of 26 which is less than
the 27”minimum.
606.2 High 3 In or
Out
Medium Raise counter so the knee height is a minimum of 27”.
627
Museum
200 Fourth St.
Restrooms Men's The ADA stall in the Museum public men’s restroom is not ADA compliant.The door is 4
7/8”from the side wall which is more than the 4”maximum.The door is not self closing
and there are no pull handles.The edge of the urinal is 27”from the Ada stall entry
which is less than the 48”minimum.
606.8.1.2 High 3 In and
Out
High Adjust stall door so it is no more than 4”from the side wall.Adjust or replace hinges so door self
closes completely.Add pull handles to both sides of the door.Reconfigure the restroom to fix the
maneuvering depth for the ADA stall,may be able to move the door to the middle of the partition
wall where the is 56”of depth before the door opening.
628
Museum
200 Fourth St.
Restrooms Men's The Museum public men’s restroom toilet centerline is 18 from the side wall which is
over the 18”maximum.
604.2 High 3 In or
Out
High Modify wall or reposition toilet so the toilet centerline is 16 18”from the side wall.
629
Museum
200 Fourth St.
Restrooms Men's The Museum public men’s restroom urinal is not ADA compliant.The rim height from the
floor is 24 which is over the 17”maximum.
605.2 High 3 In or
Out
High Remount or replace urinal so the rim height is less than 17”from the floor.
630
Dekker Power and
Communications
615 Elm Road
Parking Lot Lower Parking Lot There is one ADA parking space and it is not compliant.The space does not have a
marked access aisle adjoining it and is therefore not connected to the accessible route.
The space has a width of 106 The slope of the ADA parking space is 5.77%to 7.69%
which is over the 2%maximum.The cross slope of the space is 8.22%to 12.10%which is
over the 2%maximum.
502.3,502.4 High 1 In and
Out
High Regrade the ADA parking space and access aisle so the slope is less than 2%in any direction.Mark
the access aisle to discourage parking in it.
631
Dekker Power and
Communications
615 Elm Road
Parking Lot Lower Parking Lot The ADA parking space sign is mounted at a height of 37 1/2”which is less than the 60”
minimum.
502.6 Medium 1 In or
Out
Medium Add a pole and raise sign so the bottom height is no less than 60”.
632
Dekker Power and
Communications
615 Elm Road
Accessible Route South of Building,from
lower parking lot
The sidewalk along the south side of the P&C building has several spots with vertical
changes over measuring from to 1 where sections of concrete slab have sunken
or heaved.The sidewalk has a cross slope of 4.2%to 8.57%which is over the 2%
maximum.Due to the nearby tree,the height of the route is only 75”.
303.2,307.4,403.3 High 1 In and
Out
High Repave sidewalk so vertical changes are less than height and the cross slope is less than 2%.Trim
tree so it does not overhang sidewalk.
633
Dekker Power and
Communications
615 Elm Road
Accessible Route East of Building by main
entry door,from lower
parking lot
The sidewalk along the east side of the P&C building has a cross slope of 2.1%to 6.64%
which is over the 2%maximum.Due to the nearby tree,the height of the route is only
67”.The slope is 6.47%to 8.22%which makes this section of sidewalk a ramp.
307.4,403.3,405 High 1 In and
Out
Medium Regrade sidewalk so the cross slope is no more than 2%.Trim the tree so it does not overhang the
sidewalk.This section being a ramp will be covered in the ramps section.
634
Dekker Power and
Communications
615 Elm Road
Ramps Southeast of Building,
from lower parking lot
The sidewalk on the east side of P&C is considered a ramp.The cross slope is 2.1%to
6.64%which is over the 2%maximum.There are no handrails present.The bottom
landing has a slope of 4%and cross slope of 2.27%which are over the maximum of 2%.
The end of the bottom landing is the top of the flight of stairs.The top landing has a
slope of 3.5%and cross slope of 6.12%which are over the 2%maximum.
405.2,405.7,405.8 High 1 Out High Regrade ramp so the cross slope is less than 2%.Regrade the top and bottom landings so the slope is
less than 2%in any direction.
635
Dekker Power and
Communications
615 Elm Road
Stairs Southeast of Building,
from lower parking lot
The flight of stairs on the south east side of P&C has non compliant handrails.The
handrails have a height of 45 to 48 which is over the 38”maximum.The handrails
extend 4 beyond the first riser at the top of the stairs which is less than the 12”
minimum.The west handrail is 16”short of compliance at the bottom of the stairs.
505.4,505.10 High 1 Out High Redo handrails so the height is 34 38”.Add extension at the top of the stairs and on the west
handrail at the bottom of the stairs.Handrails should extend 12”beyond the first riser at the top and
one treads depth 11”)minimum at the bottom.
636
Dekker Power and
Communications
615 Elm Road
Entrances Main Entrance for Public The main entrance door is not compliant.The maneuvering clearance on the pull side of
the door is 16”which is less than the 18”minimum.The maneuvering clearance on the
push side of the door is 5 which is less than the 12”minimum for a door with a latch
and closer.The threshold is 1 high with a vertical change which are over the
maximum and vertical change maximum.The door closes from 90 12°in 4.3 seconds
which is less than the 5 second minimum.There is a carpeted rug with rubber edges
present that has unsecured edges.
302.2,404.2.4,404.2.5,
404.2.8
High 1 Out High Add ADA door openers to both sides of the door.Replace the threshold with an ADA compliant one
that is no more than in height with the top beveled at 1:2.Adjust door closer so door closes in
no less than 5 seconds.Secured rug edges or remove.
637
Dekker Power and
Communications
615 Elm Road
Entrances Main Entrance for Public The interior door of the main entrance does not have compliant maneuvering space at 5
on both sides of the door which is less than the 12 18”required.The door closes from
90 12°in 4 seconds which is less than the 5 second minimum.The door requires 11.5
pounds of force to open which is over the 5 pound maximum.
404.2.4,404.2.8,
404.2.9
High 1 Out Medium Add an ADA door opener to both sides of the door.Adjust door closer so door closes in no less than 5
seconds.
638
Dekker Power and
Communications
615 Elm Road
Signs Restrooms Lower Level) The restroom door signs are mounted on the restroom doors at a height of 66 which
is over the 60”maximum.There is no braille or pictograms.
703.3,703.4,703.6 Low 3 In Low Replace signs with ADA compliant ones that are mounted at an ADA compliant height.
639
Dekker Power and
Communications
615 Elm Road
Controls Main Entrance for Public The main entrance has a door bell for guests.The doorbell is located at 51”in height
which is over the 48”maximum.The clear floor space is 16 wide which is less than the
30”minimum.The slope is 2.44%which is less than the 2%maximum.
309.2,309.3 High 2 In and
Out
High Regrade and extend concrete surface so there is 30”of width beyond the swing of the door and the
slope is no more than 2%in any direction.Lower the doorbell so the height is 48”maximum.
640
Dekker Power and
Communications
615 Elm Road
Controls Women's Restroom The light switch for the women’s restroom is located at a height of 56”.There is a small
table that blocks the clear floor space.
309.2,309.3 High 3 Out Medium Lower light switch to 48”maximum or replace with an automatic one with a sensor.Relocate or
remove small table.
641
Dekker Power and
Communications
615 Elm Road
Controls Men's Restroom The light switch for the men’s restroom is located at a height of 56 309.2,309.3 High 3 Out Medium Lower light switch to 48”maximum or replace with an automatic one with a sensor.
642
Dekker Power and
Communications
615 Elm Road
Restrooms Women's The women’s restroom does not have compliant turn around space with 51”deep and
64”wide.
603.2.1 High 3 Out High Reconfigure restroom so there is 60”diameter of turn around space.
643
Dekker Power and
Communications
615 Elm Road
Restrooms Women's The door for the women’s restroom has 5”of maneuvering space due to a small table.
The door has round knobs for the handle that require grasping.There is a vent screen at
the bottom of the door and no kickplate present.
404.2.4,404.2.7,
404.2.10
High 3 Out Medium Replace door with one that has a flat surface on the bottom 10”of the door and ADA compliant door
handles.
644
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The door for the men’s restroom requires 10 pounds of force to operate.There is a vent
screen at the bottom of the door and no kickplate present.
404.2.9,404.2.10 High 3 Out Medium Replace door with one that has a flat surface on the bottom 10”of the door.Adjust closer so
maximum force needed to operate the door is 5 pounds.
645
Dekker Power and
Communications
615 Elm Road
Restrooms Women's The women’s restroom counter and cabinet do not have ADA compliant knee and toe
clearances.
606.2 High 3 Out Medium Replace cabinet and counter with and ADA compliant one with compliant knee and toe clearances.
Insulate exposed drain pipes.
646
Dekker Power and
Communications
615 Elm Road
Restrooms Women's The toilet seat height in the women’s restroom is 15 which is less than the 17”
minimum.
604.4 High 3 In Medium Replace with an ADA compliant toilet that has a seat height of 17 19”.
647
Dekker Power and
Communications
615 Elm Road
Restrooms Women's The women’s restroom does not have a rear grab bar.The side grab bar extends 53
from the rear wall which is less than the 54”minimum.The toilet paper holder is
mounted 4 above side grab bar which is less than the 12”minimum.
604.5 Medium 3 In Medium Add an ADA compliant grab bar on the rear wall with 12”to the closed side and 24”to the open side.
Remount side grab bar so it extends 54”minimum from the rear wall.Move toilet paper holder from
above bar to below bar with 1 between top of dispenser and bottom of bar.
648
Dekker Power and
Communications
615 Elm Road
Restrooms Women's and Men's The towel dispensers in both restrooms are mounted too high.The women’s is 55 and
the men’s is 57 which are over the 48”maximum.
604.7 High 3 In Medium Lower towel dispensers so the bottom is no more than 48”in height.
649
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The men’s restroom counter and sinks has knee clearance height of 25 which is less
than the 27”minimum.The drain pipes are not insulated.
606.3 High 3 In or
Out
Medium Raise counter so the knee height is 27”minimum and insulate drain pipes.
650
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The stall in the men’s restroom is not ADA compliant.The stall width is 41 which is
less than the 60”required.The door is not self closing and does not have door handles.
604.8,604.8.1.2 High 3 Out High Reconfigure stall so that it is a minimum of 60”wide.Replace stall door hinges so door is self closing
and add ADA compliant handles to both sides of the door.
651
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The toilet in the men’s restroom is located 20 from the side wall which is over the 18”
maximum.The toilet seat height is 19 which is over the 19”maximum.
604.2,604.4 High 3 Out High Replace and remount toilet so it is located 16 18”away from the sidewall and the seat height is 17
19”.
652
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The urinal in the men’s restroom in not compliant.The stall width is 29 which is less
than the 30”minimum.The rim height from the floor is 25 which is over the 17”
maximum.
605.2,605.3 High 3 Out Medium Reconfigure stall wall so the width is 30”minimum.Lower urinal so the rim height is 17”maximum.
653
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The men’s restroom stall has a rear grab bar that is 24”long which is less than the 36”
minimum.The height of the grab bars is 36 and 36 3/8”which are over the 36”
maximum.
604.5 Medium 3 In Medium Replace rear grab bar with a 36”long one that is mounted with 12”to the closed side and 24”to the
open side with a height of 33”36”.Remount the side grab bar to a height of 33”36”.
654
Dekker Power and
Communications
615 Elm Road
Restrooms Men's The toilet paper holder in the men’s restroom stall is located 2”from the front of the
toilet which is less than the 4”minimum.
604.7 Low 3 In Low Remount toilet paper holder so it is 4 7”from the front of the toilet.
655
Water Shop
1360 Brooke Drive
Parking Lot Upper Lot The ADA parking space is not marked as Van Accessible”.The access aisle and space are
of adequate size to be van accessible.The configuration is compliant with the aisle on the
driver side since the space is not angled.
208.2,502.6 Medium 1 In Low Add a Van Accessible”sign to the post at the front of the ADA parking space.
656
Water Shop
1360 Brooke Drive
Parking Lot Upper Lot The back of the ADA space has a slope of 2.44%and an 8.57%slope by the gutter.The
rear of the ADA parking space’s slope is over the 2%maximum.
502.4 High 1 Out High Regrade ADA parking space so the slope is less than 2%in any direction.
657
Water Shop
1360 Brooke Drive
Accessible Route Near Main Entrance The sidewalk between the main entrance and the water lab entrance has a slope of 3.14%
to 16%with a cross slope of 1.92%to 9.28%.The maximum cross slope allowed is 2%.
The running slope makes this sidewalk a ramp.
403.3,405 High 1 Out High Regrade with cross slope less than 2%.Will be addressed in ramps section.
658
Water Shop
1360 Brooke Drive
Accessible Route Near Water Lab Entrance The sidewalk for the water lab entry has a slope of 9.1%to 16.91%which makes it a
ramp.
403.3,405 High 1 N/A N/A Will be addressed in ramps section.
659
Water Shop
1360 Brooke Drive
Accessible Route Near Main Entrance The sidewalk between the main entrance and the water lab entrance is a ramp.The
running slope is up to 16%which is over the 10%maximum.The cross slope is 1.92%to
9.28%which is over the 2%maximum.There are no handrails present.There is no top
landing present.
405.2,405.3,405.7,
405.8,405.9
High 1 Out High Reconfigure the sidewalk/ramp so the maximum running slope is 10%with a maximum cross slope of
2%.Add ADA compliant handrails to both sides of the ramp along with curb barriers due to the high
of the drop off of the sidewalk.
660
Water Shop
1360 Brooke Drive
Accessible Route Near Water Lab Entrance The sidewalk for the water lab entry is a ramp.The running slope is up to 16.91%which
is over the 10%maximum.There are no handrails present and a large drop off of several
feet on one side.
405.2,405.8,405.9 High 1 Out High Regrade sidewalk/ramp so the running slope is less than 10%with landings at the top and bottom
that have a slope less than 2%in all directions.Add ADA compliant handrails to both sides of the
ramp along with curb barriers.
661
Water Shop
1360 Brooke Drive
Stairs Main Lobby to Water Lab The stairs from the lobby/reception area to the water lab are not compliant.The riser
heights range from 5 to 6 and there are supposed to be uniform.
504.2 Low 4 Out Medium Redo stairs with uniform riser heights and tread depths.
662
Water Shop
1360 Brooke Drive
Entrances Main Entry The main entry doors are not compliant.The threshold for the exterior pair of doors is
has a vertical change of 3/8”which is over the maximum.The doors close from 90 12°
in 3.1 3.7 seconds which is less than the 5 second minimum.The area is carpeted with
secured edges;however,rugs have been added that do not have secured edges but
weighted rubber edges.
302.2,404.2.5,404.2.8 Medium 2 In and
Out
Medium Adjust the closer so the doors close in no less than 5 seconds.Bevel the threshold or add a transition
piece so there is no more than a vertical change.Remove the entry rugs or secured in place.
663
Water Shop
1360 Brooke Drive
Entrances Water Lab The water lab door has a closer on it and is recessed 9”on the push side with no
maneuvering space.For a recessed door,12”is required for maneuvering width on the
latch side of the door.There is also a carpeted rug that has unsecured edges.
404.2.4 High 2 In and
Out
Medium Add an ADA door opener for the door with a button located near the door with compliant clear floor
space.Secure rug in place.
664
Water Shop
1360 Brooke Drive
Signs Conference Room The sign for the conference room is mounted at 60 5/8”high which is over the maximum
of 60”for the height of the highest text baseline.
703.4 Low 2 In Low Lower the sign so the text baselines are between 48”and 60”.
665
Water Shop
1360 Brooke Drive
Restrooms Men's and Women's The men’s and women’s restroom doors are 79 and 79 which is less than the 80”
minimum.The women’s door has 15”of maneuvering width on the pull side which is less
than the 18”minimum.
404.2.3,404.2.4 Medium 3 Out High Replace or adjust doors to an ADA compliant height that is no less than 80”.Adjust women’s door or
fixtures so there is 18”of maneuvering space width on the pull side of the door.
666
Water Shop
1360 Brooke Drive
Restrooms Women's The mirror has a bottom reflective edge height of 40 which is over the 40”minimum. 603.3 Low 3 In or
Out
Medium Lower the mirror so the bottom reflective edge is no more than 40”high.
667
Water Shop
1360 Brooke Drive
Restrooms Men's The urinal in the men’s restroom is mounted with the rim 17 from the floor which is
over the 17”maximum.
605.2 Medium 3 Out High Lower the urinal so the rim height is no more than 17”.
668
Water Shop
1360 Brooke Drive
Seating Area Lobby The waiting area seating does not have a configuration that allows for a wheelchair to be
accommodated within the seating.
221.2.2 Medium 4 In Low Configure seating so the is a space that is 36”wide and 48”deep minimum and within the main
seating area.
669
Water Shop
1360 Brooke Drive
Reception Counters Lobby The reception counter is not ADA complaint.There is no place for a wheelchair due to
the water department sign and no cut out for the lower counter part.There are chairs on
the side counter with no space for a wheelchair.
904.4 High 2 In Low Remove one chair to make space for a wheelchair.
670
Town Hall
170 MacGregor Ave.
Parking Lots Bond Park Brick) The north access space slope in the front and middle of the space is 2.6%and 3%while
the middle cross slope is 3.9%which are over the 2%maximum.
502.4 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
671
Town Hall
170 MacGregor Ave.
Parking Lots Bond Park Brick) The south access space slope in the front and middle of the space is 2.1%while the cross
slope iss measured at 2.6%which are over the 2%maximum.
502.4 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
672
Town Hall
170 MacGregor Ave.
Parking Lots Bond Park Brick) The access aisle has a slope of 2.6%and a cross of 3%in the middle which are over the
2%maximum.
502.4 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
673
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear and
Library Lots
The total number of parking spaces is 277 which requires 7 access spaces with 2 being van
accessible spaces.There is only 1 designated van access space.The space is not
connected to the accessible route.
208.2 High 1 Out Medium The access space and aisle located in the SW corner of the library lot is the proper size of a van
accessible space.ADD a Van Accessible”sign to the space.Connect the landing for the curb ramp to
the sidewalk along Elkhorn Ave.
674
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The west access space of the Town Hall rear lot in the southwest corner has a slope of
2.1%4.5%and a cross slope of 2.4%4.2%which are over the 2%maximum.
502.2 High 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
675
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The western access space aisle of the Town Hall rear lot in southwest corner has a slope
of 4.7%and cross slope of 3%.The middle of the aisle has a slope and cross slope of
2.3%,and the rear has a slope of 2.3%.The maximum slope in any direction is 2%.
502.2 High 1 Out High Level surface of aisle so that there is no more than 2%slope in any direction.
676
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The middle west access space of the Town Hall rear lot in southwest corner has a slope of
4.7%and a cross of 2.6%which are over the 2%maximum.
502.2 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
677
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The middle east access space of the Town Hall rear lot in the southwest corner has a
slope of 9.9%and the rear of the space has a cross slope of 4.5%.The maximum slope in
any direction is 2%.The space is not connected to the accessible route due to no curb cut
for the access aisle.
502.2,303.2/406 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.Add a curb cut
for the access aisle.
678
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The east access aisle at rear on Town Hall in the SW corner of rear lot is NOT less than 2%
slope in any direction.The aisle is NOT connected to the accessible route either.
502.3 Medium 1 Out High Level surface of aisle so that there is no more than 2%slope in any direction.Add a curb cut for the
access aisle so that the space is connected to the accessible route.
679
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The east access space of the Town Hall rear lot in the southwest corner has a slope of
7.2%and a cross slope of 2.4%which are over the 2%maximum.The space is not
connected to the accessible route.
502.4,303.2/406 Medium 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.Add a curb cut
for the access aisle so that the space is connected to the accessible route.
680
Town Hall
170 MacGregor Ave.
Parking Lots Town Hall Rear Lot The ADA parking space in the northeast corner of the Town Hall rear lot has a slope of
2.8%which is over the 2%maximum.The space is not connected to an accessible route,
and the space does not have a compliant access aisle.
502.2,502.3 High 1 In Low There are 3 extra ADA spaces.The recommendation is to remove the ADA markings and sign,and
make this space a normal parking space.That would reduce the total number of ADA parking spaces
to 9,which is 2 more than needed.Additionally,this ADA parking space is not located nearest to
anything such as the buildings the parking lot servers,the library and town hall.
681
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The east ADA parking space in the northwest corner of the library lot has a slope of 2.8%
and cross slopes of 2.3%and 3.1%.The maximum slope in any direction is 2%.The space
is not connected to an accessible route.
502.3,502.4 High 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
682
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The access aisle between the east and middle ADA parking spaces in the northwest corner
of the library lot is not wide enough.It has a cross slope in the front and middle of the
aisle that is 3%and 2.5%which are over the 2%maximum.The access aisle is not
connected to the accessible route.
502.3,502.4 High 1 In and
Out
High Level surface of aisle so that there is no more than 2%slope in any direction.Restripe middle and
east ADA parking spaces along with the access aisle.There should be adequate space to fit a 96”wide
ADA parking space,a 60”wide access aisle,and a 96”wide ADA parking space.Add a curb cut to
connect the access aisle with the accessible route.
683
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The middle ADA parking space in the northwest corner of the library lot has a 2.1 3.3%
cross slope which is over the 2%maximum.The space is not connected to an accessible
route.There is an access aisle on the driver side of the ADA space,however it is not
compliant in width due to being in a triangle shape.
502.3,502.4 High 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.Add a curb cut
to the access aisle on the passenger side.
684
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The west/south ADA parking space in thenorthwest corner of the library lot has a slope of
4%5.2%which is over the 2%maximum.The space is not connected to an accessible
route due to a non compliant access aisle.
502.3,502.4 High 1 In and
Out
High Level parking surface so that access space is no more than 2%slope in any direction.Restripe parking
space so that there is an ADA parking space with a width of 96”minimum and an access aisle with a
width of 60”minimum.
685
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The sign for the west/south ADA parking space in the northwest corner of the library is
lower than the minimum height and was measured at 57
502.6 Medium 1 In Low Raise the sign so that the bottom edge is 60”minimum.
686
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The triangle shaped access aisle in the northwest corner of the library lot has a slope of
4.37%and a cross slope of 4.37%on the front which are over the 2%maximum.The aisle
width at the front in 58”from centerline to centerline.
502.3,502.4 High 1 In and
Out
High Level parking surface so that access space is no more than 2%slope in any direction.Restripe to
make a compliant access aisle for the west/south ADA parking space while also marking out the entire
area to discourage parking.
687
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The ADA parking space in the southwest corner of the library lot has a slope of 4.9%and
a cross slope of 2.8%which are over the 2%maximum.
502.4 High 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.
688
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The ADA access aisle in the southwest corner of the library lot has a slope of 3%and a
cross slope of 2.5%which are over the 2%maximum The aisle is not connected to the
accessible route.
502.3,502.4 High 1 Out High Level parking surface so that access space is no more than 2%slope in any direction.Connect the
curb ramp landing to the sidewalk along Elkhorn Ave.
689
Town Hall
170 MacGregor Ave.
Parking Lots Library Lot The ADA parking space in the middle of the south row of the library lot has a slope of
5.2%which is over the 2%maximum.There is no dedicated access aisle.The access aisle
is shared with the main crosswalk through the parking lot which can cause issues on
busier days.
502.3,502.4 High 1 In Low Remove ADA markings and sign and make this a normal parking space.With the previous corrective
measure in 11 that would reduce the total number of ADA parking spaces to 8,which is 1 more than
required.Additionally,this ADA parking space is not located nearest to anything such as the buildings
the parking lot servers,the library and town hall.
690
Town Hall
170 MacGregor Ave.
Passenger Loading Zone Sidewalk South side of
Town Hall
The access aisle for the passenger loading zone on the south side of Town Hall is non
existent.There is one place in the passenger loading zone where the slope was measured
at 2.8%which is over the 2%maximum.
503.3,503.4 High 1 In Medium Add an access aisle to the passenger loading zone that is the full length of the loading zone and is 60”
wide minimum.Make sure the loading zone and access aisle have a slope less than 2%in any
direction.
691
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk South side of
Town Hall
The under deck sidewalk on the south side of Town Hall has a cross slope of 3%which is
over the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
692
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Near Admin
Lobby Entrance
The sidewalk for the admin lobby west vestibule has a cross slope of 2.8%which is over
the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
693
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Near Public
Restroom Entrance
The sidewalk to the public restroom has a cross slope of 2.1%which is just over the 2%
maximum.
403.3 Low 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
694
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Northwest
Corner of Town Hall
The sidewalk on the northwest corner of Town Hall has a dip in it for drainage.One side
of the dip has a slope of 5.42%which is over the 5%maximum.This is to be considered a
ramp unless the slope of change is less than 5%.If the slope is not adjusted,a handrail
needs to be added.
403.3,405 Medium 1 Out Medium Regrade the concrete slabs so that the running slope is less than 5%and the cross slope is less than
2%.
695
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Northeast
corner of PD wing
The sidewalk along the north side of Town Hall has a cross slope of 3.9%4.2%which is
over the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
696
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk East side of PD
wing
The sidewalk along the east side of Town Hall PD)has a cross slope of 4.2%which is over
the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
697
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Northwest
Corner of Town Hall
The sidewalks on the northwest corner of Town Hall have spots where the cross slope is
2.3%which is over the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
698
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk Near PW entry The rear Town Hall sidewalk by the Public Works entry has a cross slope of 4.2%which is
over the 2%maximum.
403.3 High 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
699
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk North side of
Library
The sidewalk on the north side of the library has a cross slope of 8.1%which is well over
the 2%maximum.Most of the cross slope issues are located near the dumpster
enclosure.
403.3 High 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
700
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk North side of
Library
The north library sidewalk near the curb ramp and crosswalk to go north/south across
main town hall lot has a section of concrete that has sunk creating a non compliant
vertical change.The vertical changes were measured to be in height.
303.2 High 1 Out Medium Level the sidewalk so that the vertical changes are less than and the slope is less than 2%in any
direction.
701
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalks Between Rear
Town Hall and Library
Lots
The raised walkways/medians in the library lot and between the library and town hall lots
are not compliant.There are several areas where trees are in the middle and surrounded
by large flagstone pieces.Those pieces have shifted and created gaps of 1”2”and
vertical lips of 1”.There are also areas where the width is only 34 38”wide which
is less than the 36”width required.Some spots also have a cross slope over 2%,
measured at 2.5%is some spots.
302.3,402.2,403.3 High 1 In and
Out
High Level the sidewalk concrete and flag stone so that the slope is less than 2%in any direction,the gaps
are less than and the vertical changes are less than or maximum with the top beveled at
1:2.
702
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk North/South
across Library lot
The sidewalk/crosswalk that goes north and south across the library lot has a cross slope
of 2.3%which is over the 2%maximum.
403.3 Medium 1 Out High Level the sidewalk so that the slope is less than 2%in any direction.
703
Town Hall
170 MacGregor Ave.
Accessible Route Sidewalk East of Library Sidewalk along the east side of the library that goes north and south has a running slope
of 4.7 7%which is over the 5%maximum.
403.3 High 1 Out High Regrade so that the running slope is less than 5%or add a handrail to the sidewalk.
704
Town Hall
170 MacGregor Ave.
Curb Ramps North side of Bond Park
Lot
The curb ramp on the west of town hall,across the parking lot to Bond Park has a cross
slope of 2.8%which is over the maximum cross slope of 2%.
405.3 High 1 Out Medium Regrade curb ramp so that the cross slope is less than 2%.
705
Town Hall
170 MacGregor Ave.
Curb Ramps North of Bond Park Lot The curb ramp west of town hall,across MacGregor Ave has a cross slope of 2.1%which
is over the 2%maximum.The left ramp flare has a slope of 13.7%which is over the 10%
maximum.The landing has a slope of 6.8%7.9%and a cross of 2.8%which are over the
2%maximum slope in any direction.
405.3,406.3,406.4 High 1 Out High Regrade curb ramp so that the cross slope is less than 2%.Regrade the ramp flares to be less than
10%slope.Regrade the landing so that the slope is less than 2%in any direction.
706
Town Hall
170 MacGregor Ave.
Curb Ramps Northwest corner of
Town Hall
The curb ramp on the NW corner of town hall,across the PD parking lot entry has a
gutter counter slope of 6.3%9.1%which is over the 5%maximum.The curb ramp has a
cross slope of 2.3%3.3%which is over the 2%maximum.The right ramp flare has a
slope of 13.2%which is over the 10%maximum.The landing has a slope of 2.3%which is
over the 2%maximum.
405.3,406.2,406.3,
406.4
Medium 1 Out Medium Regrade curb ramp so that the running slope is less than 5%and the cross slope is less than 2%.
Regrade the ramp flare so that the maximum slope is 5%.Regrade the landing so that the slope and
cross slope is less than 2%in any direction.
707
Town Hall
170 MacGregor Ave.
Curb Ramps Northeast corner of PD
wing
The curb ramp on the NE corner of Town Hall near the PD has a counter slope of 6.3%
9.1%which is over the 5%maximum.The slope is 8%8.75%which is over the maximum
of 8.33%.The left flare has a slope of 8.9%which is over the 8.33%maximum for no
landing present at the top of the ramp.
405.2,406.2,406.3,
406.4
High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the cross slope is less than 2%.
The ramp flares should be less than 8.33%.
708
Town Hall
170 MacGregor Ave.
Curb Ramps Near PW Entry The curb ramp on the rear of Town Hall that feeds the public works sidewalk has a cross
slope of 2.4%3%which is over the 2%maximum.The right curb flare was measured at
13.5%which is over the 10%maximum.The ramp landing has a slope of 2.1%2.3%and
a cross slope of 4%which are over the 2%maximum.
405.3,406.3,406.4 High 1 Out High Regrade curb ramp so that the cross slope is less than 2%.The right curb flare should have a slope
less than 10%.The landing should have a slope less than 2%in all directions.
709
Town Hall
170 MacGregor Ave.
Curb Ramps Southwest corner of
Town Hall
The curb ramp on the SW corner of town hall by the passenger drop off has a slope of
5.42%to 11.4%which is over the maximum of 8.33%.The cross slope is 5.4%11.4%
which is over the maximum of 2%.The slope of the landing was measured at 2.3%which
is over the 2%maximum.
405.2,405.3,406.4 High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the cross slope is less than 2%.
The landing should be regraded so that the slope is less than 2%in any direction.
710
Town Hall
170 MacGregor Ave.
Curb Ramps North side of Town Hall
lot by EV chargers north
side of Town Hall
crosswalk
The curb ramp on the north end of the main town hall parking lot crosswalk has a slope
of 8.4%which is over the 8.33%maximum.The cross slope is 2.1 which is over the 2%
maximum.The left ramp flare has a slope of 13.3%which is over the 10%maximum.The
landing has a slope of 6.3%8.1%which is over the 2%maximum.
405.2,405.3,406.3,
406.4
High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the cross slope is less than 2%.
The ramp flare should have a slope less than 10%while the landing should be less than 2%in any
direction.
711
Town Hall
170 MacGregor Ave.
Curb Ramps South side of Town Hall
lot south side of Town
Hall crosswalk
The curb ramp on the south end of the main town hall parking lot crosswalk has a counter
slope of 7%which is over the 5%maximum.The curb ramp has a slope of 5.1%8.75%
which is over the 8.33%maximum.The right ramp flare has a slope of 13.2%which is
over the 10%maximum.The landing has a slope of 2.8%3.3%and a cross slope of 2.1%
3.3%which are over the 2%maximum.
405.2,406.2,406.3,
406.4
High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the cross slope is less than 2%.
The ramp flares should have a slope of less than 10%.The landing should have a slope less than 2%in
any direction.
712
Town Hall
170 MacGregor Ave.
Curb Ramps Northwest corner of
Library Lot
The curb ramp on the NW corner of the library parking lot has a slope of 8.75%9%
which is over the 8.33%maximum.The cross slope is 2.3%2.5%which is over the 2%
maximum.The left ramp flare has a slope of 15.5%which is over the 10%maximum.The
landing has a cross slope of 3.7%4.5%which is over the 2%maximum.
405.2,405.3,406.3,
406.4
High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the cross slope is less than 2%.
The ramp flares should have a slope less than 10%.The landing should have a slope less than 2%in
any direction.
713
Town Hall
170 MacGregor Ave.
Curb Ramps Library Lot middle median
west end
The curb ramp on the west end of the middle median in the library lot has a counter slope
of 6.8%which is over the 5%maximum.The landing has a slope of 3%and a cross slope
of 2.1%which is over the 2%maximum.
406.2,406.4 Medium 1 Out Medium Regrade the counter slope to less than 5%.Regrade the curb ramp cross slope to less than 2%.
Regrade the landing so that the slope is less than 2%in any direction.An observation was made that
the curb ramp width could be reduced significantly due to cars parking and overlapping the curb
ramp.The minimum ramp width of 36”appears to still be able to be achieved even with cars parked
on both sides.
714
Town Hall
170 MacGregor Ave.
Curb Ramps Corsswalk in Library Lot
North End
The curb ramp on the north end of the library parking lot crosswalk has a slope of 8.6%
10.2%which is over the 8.33%maximum.The left ramp flare has a slope of 13.7%and
the right flare has a slope of 10%which are at or over the 10%maximum.The landing is
connected to the accessible route via a section of sidewalk that is 52”wide,but has a
cross slope of 2.6%which is over the 2%maximum.
405.2,405.3,406.3,
406.4
High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%and the ramp flare slope is less than
10%.The route to the accessible pathway should have a cross slope of less than 2%.
715
Town Hall
170 MacGregor Ave.
Curb Ramps Corsswalk in Library Lot The curb ramp on the north side of the crosswalk by the middle median in the library lot
has a counter slope of 6.1%which is over the 5%maximum.The ramp has a cross slope
of 2.1%which is over the 2%maximum.The right ramp flare has a slope of 13.2%which
is over the 10%maximum.
405.3,406.2,406.3 Medium 1 Out High Regrade curb ramp so that the counter slope is less than 5%.Regrade the curb ramp so the cross
slope is less than 2%.The ramp flare slope should be less than 10%.
716
Town Hall
170 MacGregor Ave.
Curb Ramps Corsswalk in Library Lot The curb ramp on the south side of the crosswalk by the middle median in the library lot
has a slope of 8.75%9.3%which is over the 8.33%maximum.The left ramp flare has a
slope of 11.75%which is over the 10%maximum.The ramp landing has a slope of 4%
and a cross slope of 2.6%3%which are over the 2%maximum.
405.2,406.3,406.4 High 1 Out High Regrade curb ramp so that the running slope is less than 8.33%.The curb ramp flares should have a
slope less than 10%.The landing should have a slope less than 2%in any direction.
717
Town Hall
170 MacGregor Ave.
Curb Ramps Corsswalk in Library Lot
South End
The curb ramp on the south side of the library lot by the parking lot cross walk has a
counter slope of 6.3%which is over the 5%maximum.The curb ramp has a slope of 8.2%
11.6%which is over the 8.33%maximum.The left ramp flare has a slope of 13.3%and
the right one has a slope of 12.3%which are over the 10%maximum.The landing has a
slope of 5.6%7%which is over the 2%maximum.
405.2,406.2,406.3,
406.4
High 1 Out High Regrade counter slope and curb ramp so that the slope is less than 8.33%and the cross slope is less
than 2%.The ramp flares should have a slope less than 10%.The landing should have a slope less
than 2%in any direction.
718
Town Hall
170 MacGregor Ave.
Curb Ramps Library Lot Southwest
corner by Book drop off
The curb ramp on the SW corner of the library lot has a cross slope of 2.5%which is over
the 2%maximum.The landing has a width of 60”which is less than the ramp width.The
landing has a cross slope of 3.2%which is over the 2%maximum.The curb ramp and
landing are not connected to anything and dead ends at a boulder.
402,405.2,405.5,
406.4
High 1 Out High Regrade curb ramp so that the cross slope is less than 2%.Reduce the width of the curb ramp to align
better with the width of the landing.Regrade the landing so that the cross slope is less than 2%in any
direction.Connect to landing to the sidewalk along the north side of Elkhorn Ave.
719
Town Hall
170 MacGregor Ave.
Curb Ramps Library Lot west side The curb ramp on the west end of the library lot,south of the library,has a counter slope
of 5.4%which is over the 5%maximum.The curb ramp has a slope of 9.3%which is over
the 8.33%maximum.The cross slope is 2.8%3.9%which is over the 2%maximum.The
right ramp flare has a slope of 35.8%which is over the 10%maximum.The landing has a
cross slope of 5.8%6%which is over the 2%maximum.
405.2,405.3,406.2,
406.3,406.4
High 1 Out High Regrade curb ramp so that the counter slope and running slope are less than 8.33%and the cross
slope is less than 2%.The ramp flare should have a slope less than 10%.The landing should have a
slope less than 2%in any direction.
720
Town Hall
170 MacGregor Ave.
Ramps Board Room Lobby
Entrance
The ramp to the board room lobby has a partial handrail of 103”on the west side that
has a height of 43 The handrail does not extend past the bottom of the ramp and
extends 6”beyond the top.The bottom landing of the ramp has a slope of 2.5%which is
over the 2%maximum.
405.7,405.8 High 1 Out Medium The ramp has a height greater than 6”,so a handrail on each side is required.The top of the handrail
should have a height of 34 38”.The handrail should extend 12”minimum beyond the top and bottom
of the ramp.The ramp landings should have a slope less than 2%in any direction.
721
Town Hall
170 MacGregor Ave.
Ramps Board Room Lobby
Entrance
The ramp to the board room lobby is heated for the winter.The sidewalk heating has
become degraded to the point of not working very well and allowing ice to build up on it
making it difficult to use for a wheelchair when iced over or heavily covered in ice melt.
302.1 Medium 1 Out High Redo the sidewalk heating so that it keeps the ramp clear from snow and ice buildup for the winter.
Look at doing the top and bottom landings as well along with the stairs.
722
Town Hall
170 MacGregor Ave.
Ramps Sidewalk North of Town
Hall
The ramp on the north side of Town Hall near the rear door of the board room has a
cross slope of 2.5%3.2%which is over the 2%maximum.There are no handrails
present.The top landing width is reduced to 62”,which is 4 less than the ramp width,
due to materials column and stone)attached to the walls.The top landing cross slope is
4.4%which is over the 2%maximum.
405.3,405.5,405.7,
405.8
Medium 1 Out High Regrade the ramp and top landing so that the cross slope is less than 2%.The ramp height is 5 and
a handrail is required at 6”and greater.The landing width is adequate despite the reduction.
723
Town Hall
170 MacGregor Ave.
Ramps Southwest corner of
Town Hall
The ramp on the SW corner of Town Hall has a height estimated to be 12”and there is
NO handrail.The landing widths are less than the ramp width.The ramp width is 89
while the bottom landing is 41”wide and the top is 59 wide.
405.7,405.8 Medium 1 Out Medium Add handrails to both sides of the ramp that are ADA compliant.Reduce the ramp width to be more
aligned with the widths of the top and bottom landings.
724
Town Hall
170 MacGregor Ave.
Stairs Board Room Lobby
Entrance
The board room lobby stairs at the main entry for Town Hall does not have uniform riser
heights or tread depths.The riser heights range from 5”to 5 and the tread depths
range from 13 to 14 Additionally,the handrail extends 8”which is 5”less than the
tread depth which is the minimum.At the top of the stairs,the left handrail extends 3”
which is less than the 12”depth that is required.
504.2,505.10 Low 1 Out High Redo stairs so that the tread depths and riser heights are uniform.Redo handrails so that they extend
one tread depth beyond the last riser nosing at the bottom and 12”minimum beyond the first nosing
at the top.
725
Town Hall
170 MacGregor Ave.
Stairs East side of Town Hall
Underneath Deck
The northern section of stairs underneath the dispatch deck has tread depths that are too
short.The tread depth is 9 while the minimum is 11”.There are also no handrails
present.
504.2,505 Low 1 Out Medium Remove stairs and make area a ramp.This will improve the accessible route around the building.
726
Town Hall
170 MacGregor Ave.
Stairs East side of Town Hall
Underneath Deck
The southern section of stairs underneath the dispatch deck has tread depths that are too
short and riser heights that are not uniform.The tread depth is 10 while the minimum
is 11”.The riser heights are 5”and 5 There are also no handrails present.
504.2,505 Low 1 Out Medium Remove stairs and make area a ramp.This will improve the accessible route around the building.
727
Town Hall
170 MacGregor Ave.
Stairs Stairwell to Deck The rear Town Hall stairs need the handrail fixed to be compliant.The top of the handrail
is too high at 38 39 where the maximum is 38”.The left handrail is not
continuous and has a break between the flights of stairs.The right rail of the top section
extends 3”past the first riser at the bottom where the minimum is one tread depth 11”
min).
505.3,505.4,505.10 Low 1 Out Medium The handrails need to be corrected so the height is uniform and at a height of 34 38”.Both sides
need to be continuous through the entire length of the stairway.The right handrail bottom will not
be compliant due to not having the physical space to extend the handrail one tread depth beyond the
last riser.Having the handrail continuous should be compliant enough to be considered ok along with
the right one being continuous as well.
728
Town Hall
170 MacGregor Ave.
Stairs Southside of Town Hall The west section of stairs on the south side of Town Hall do not have a uniform riser
heights measured at 5”and 6”.There is no handrail present.
504.2,505 Low 1 Out Medium Make riser heights uniform between 4”and 7”.Add an ADA compliant handrail to both sides of the
stairs.
729
Town Hall
170 MacGregor Ave.
Stairs Southside of Town Hall The east section of stairs on the south side of Town Hall do not have uniform riser height
or tread depths.The riser height was measured at 5 and 6”while the tread depths
were measured at 18 and 19”.There is one section of handrail in the middle of the
stairs.
504.2,505.2 Low 1 Out Medium Make the riser heights and tread depths uniform.Add ADA compliant handrails to both sides of the
stairs.
730
Town Hall
170 MacGregor Ave.
Stairs 2nd Floor Emergency Exit
Door
The second floor emergency exit has a raised landing with stairs and does not have a
handrail.
505 Low 1 Out Medium Add an ADA compliant handrail on each side of the stairs.
731
Town Hall
170 MacGregor Ave.
Entrances Board Room Lobby
Entrance
The board room lobby vestibule exterior doors close too quickly.The left was measured
at 2 seconds and the right was measured at 3.5 seconds which are both less than the 5
second minimum.The bottom rail/shoe has an angle of 56.31°which is less than the 60°
minimum.
404.2.8,404.2.10 Medium 1 In Low Adjust closers so that doors close from a 90°to 12°position in 5 seconds minimum.Kickplates are
required for 0 10”height from the bottom.There are ADA push buttons to open the doors without
the need to touch them.Replace the bottom rail/shoe with one that has a 60°angle at a minimum,
or replace the glass doors with ADA compliant ones.
732
Town Hall
170 MacGregor Ave.
Entrances Public Restrooms The public restroom lobby exterior doors close too quickly.The left was measured at 2.7
seconds and the right was measured at 2.5 seconds which are both less than the 5 second
minimum.Neither door has a kickplate present.The bottom rail/shoe has an angle of
56.31°which is less than the 60°minimum.
404.2.8,404.2.10 Medium 1 In Low Adjust closers so that doors close from a 90°to 12°position in 5 seconds minimum.Kickplates are
required for 0 10”height from the bottom.There are ADA push buttons to open the left door
without the need to touch it.Replace the bottom rail/shoe with one that has a 60°angle at a
minimum,or replace the glass doors with ADA compliant ones.
733
Town Hall
170 MacGregor Ave.
Entrances Admin Lobby Entry West The west admin lobby exterior door has a rubber mat present.The edges are not
securely attached to the ground and the mat could roll up due to a wheelchair.
302.2 Low 1 In Medium Securely attach edges of mat to the ground.
734
Town Hall
170 MacGregor Ave.
Entrances PD Rear Entry The north exterior door to the PD has a non compliant maneuvering widths for the pull
side with a slope of 2.6%which is over the 2%maximum.There is an interior door
creating doors in a series that have 47 between them which is less than the 48”
minimum.The door closed too quickly at 2.4 second which is less than the 5 second
minimum.
404.2.4,404.2.6,
404.2.8
Low 1 Out Medium Adjust the maneuvering space so the slope is less than 2%in any direction.Adjust the closer so the
door closes in 5 seconds minimum.
735
Town Hall
170 MacGregor Ave.
Entrances PD Rear Entry The interior door of the north PD entrance is in a series and located too close to the
exterior door at 47 which is under the 48”minimum.There is 15”of maneuvering
space on the pull side of the door which is less than the 18”required.The door closed too
quickly at 3.5 second which is less than the 5 second minimum.The door requires a force
of 13 pounds to operate which is over the 5 pound maximum.
404.2.4,404.2.6,
404.2.8,404.2.9
Low 1 In Low The doors enter into a secured area.These doors would only be operated by a citizen when
accompanied by police department personnel.Adjust closer so the force required is less than 5
pounds and it closes in no less than 5 seconds.
736
Town Hall
170 MacGregor Ave.
Entrances Admin Lobby Entry East The east admin lobby vestibule exterior door has a maneuvering clearance width of 14”
which is less than the 18”minimum due to the boot scraped.The bottom height of the
window in the door is 51 5/8”which is over the maximum of 43”.There is a rubber mat
present with the edges unsecured that could roll up due to a wheel chair.
302.2,404.2.4,
404.2.11
Low 1 Out High Move the boot scrap a minimum of 18”away from the doorway.Secured edges of rubber mat.
Enlarge window so bottom height is 43”maximum or replace door with an ADA compliant one.
737
Town Hall
170 MacGregor Ave.
Entrances PW Entry The public works door closes too quickly at 3.5 seconds which is less than the 5 second
minimum.There is a window present with a bottom height of 51 which is more than
the 43”maximum.There is a rubber mat present with the edges unsecured that could
roll up due to a wheel chair.
302.2,404.2.8,
404.2.11
Low 1 In and
Out
Medium Adjust closer so the door closes from a 90°to 12°position in 5 seconds minimum.Secured edges of
rubber mat.Enlarge window so bottom height is 43”maximum or replace door with an ADA
compliant one.
738
Town Hall
170 MacGregor Ave.
Entrances 2nd Floor Emergency Exit
Door
The 2nd floor emergency exit door has a rubber mat with unsecured edges. 302.2 Low 1 In Low Secure the edges of the mat.
739
Town Hall
170 MacGregor Ave.
Entrances Board Room Lobby
Entrance
The interior doors of the board room lobby vestibule close too quickly with the left
closing in 3.23 second and the right in 4.8 second which are less than the 5 second
minimum.The right door also requires a 6 pound force which is over the 5 pound
maximum.There is a carpeted mat with rubber edges that is unsecured.The bottom
rail/shoe has an angle of 56.31°which is less than the 60°minimum.
302.2,404.2.8,404.2.9,
404.2.10
Low 1 In Low Adjust closers so both door close in 5 seconds minimum.The right door force is over the maximum;
however,this door is operated with an ADA push button.Add a kickplate to both doors.Secured the
edges of the carpet/rubber mat.Replace the bottom rail/shoe with one that has a 60°angle at a
minimum,or replace the glass doors with ADA compliant ones.
740
Town Hall
170 MacGregor Ave.
Entrances Admin Lobby Entry West The interior door of the west admin lobby vestibule has a rug with unsecured weighted
edges.
302.2 Low 1 In Low Secure the edges of the mat.
741
Town Hall
170 MacGregor Ave.
Entrances Admin Lobby Entry East The interior door of the east admin lobby vestibule requires a force of 14 pounds to
operate the door.There is a window in the door with a bottom height of 51”which is
over the 43"maximum.
404.2.9,404.2.11 Low 1 In Medium The door is operated with an ADA push button but need to see if closer can be adjusted to reduce
force required to open.Enlarge window so bottom height is 43”maximum or replace door with an
ADA compliant one.
742
Town Hall
170 MacGregor Ave.
Entrances PW Entry The interior door of the public works vestibule has a maneuvering clearance width of 2
The door closes in 4.75 second which is less than the 5 second minimum.
404.2.4,404.2.8 Low 1 In Low Adjust the closer so the door closes from a 90°to 12°position in 5 seconds minimum.
743
Town Hall
170 MacGregor Ave.
Entrances Board Room The entry door to the board room has the pull handle at a height of 31 36 The
minimum is 34”.The door closes in 3 seconds which is less than the 5 second minimum.
The door requires a force of 6 pounds to open.The kickplate is at 9 which is less than
the 10”minimum.The bottom height of the window in the door is 50”which is over the
43”maximum.The maneuvering clearance overlaps the Sundance room door.
404.2.7,404.2.8,
404.2.9,404.2.10,
404.2.11
Low 2 In Medium Adjust the door closer so the door closes from a 90°to 12°position in 5 second minimum and
requires 5 pounds of force maximum to operate.Adjust or replace the kickplate so the bottom 10”of
the door are protected.Enlarge window so bottom height is 43”maximum or replace door with an
ADA compliant one.
744
Town Hall
170 MacGregor Ave.
Entrances Sundance Room The entry door to the Sundance room has a maneuvering clearance slope that is barely
compliant at 1.92%with the maximum being 2%.The door closes too quickly at 4.5
seconds.There is a kickplate on the door that has a height of 9 There is a window
present in the door that has a bottom height of 50”which is over the 43"maximum.The
maneuvering clearance overlaps the Board room door.
404.2.8,404.2.10,
404.2.11
Low 2 In and
Out
Medium Adjust the door closer so the door closes from a 90°to 12°position in 5 second minimum.Replace
kickplate so that the height is 10”minimum.Enlarge window so bottom height is 43”maximum or
replace door with an ADA compliant one.
745
Town Hall
170 MacGregor Ave.
Entrances Twin Owls Room The Twins Owls door has a maneuvering clearance of 13 which is less than the 18”
minimum.The door closes too quickly at 4.5 seconds which is less than the 5 second
minimum.The door requires 6 pounds of force to operate which is over the 5 pound
maximum.There is a kickplate that has a height of 9 which is less than the 10”
minimum.There is a window present in the door that has a bottom height of 50”which
is over the 43"maximum.
404.2.4,404.2.8,
404.2.9,404.2.10,
404.2.11
Low 2 In and
Out
Medium Door is typically left open when room is in use.An ADA door opener could be added to make it
compliant.Adjust the door closer so the door closes from a 90°to 12°position in 5 second minimum
and requires 5 pounds of force maximum to operate.Replace kickplate so that the height is 10”
minimum.Enlarge window so bottom height is 43”maximum or replace door with an ADA compliant
one.
746
Town Hall
170 MacGregor Ave.
Entrances Movable Walls Door
Opening
The door of the moveable wall in the Twin Owls room requires 8.5 pounds of force to
operate which is over the 5 pound maximum
404.2.9 Low 2 In Low Adjust door so that it can be operated with a 5 pound maximum force.
747
Town Hall
170 MacGregor Ave.
Entrances Ramp from board room
lobby to public restroom
lobby
The door at the bottom of the ramp from the board lobby to the public restroom lobby
has a maneuvering clearance of 15 which is less than the 18”minimum.The door
closes too quickly at 4.25 seconds which is less than the 5 second minimum.The door
requires 10 pounds of force to operate which is over the 5 pound maximum.
404.2.4,404.2.8,
404.2.9
Low 2 In and
Out
Medium Add an ADA opener for the door to be compliant.Adjust the door closer so the door closes from a
90°to 12°position in 5 second minimum and requires 5 pounds of force maximum to operate.
748
Town Hall
170 MacGregor Ave.
Entrances Near Utility Billing Lobby The door separating utility billing from the south half of Town Hall requires a force of 7
pounds to operate which is over the 5 pound maximum.
404.2.9 Low 2 In Low Adjust the door closer so the door closes from a 90°to 12°position in 5 second minimum and
requires 5 pounds of force maximum to operate.
749
Town Hall
170 MacGregor Ave.
Entrances Administration The entry into the administration department has two doors in a series that have a 2”gap
between the wood and glass doors and the minimum is 48”.The glass door requires 10
pounds of force to open which is more than the 5 pound maximum.The bottom
rail/shoe of the glass door is flat and not angled to the 60°minimum.
404.2.6,404.2.8,
404.2.11
Low 2 In Medium The wood door is left open during operating hours so the doors in a series issue is not an ongoing
issue.Adjust the closer on the glass door so the force required to operate is less than 5 pounds.Add
a kickplate to both doors.Replace the bottom rail/shoe with one that has a 60°angle at a minimum,
or replace the glass doors with ADA compliant ones.
750
Town Hall
170 MacGregor Ave.
Entrances Administration The door to the administration meeting room does not have an ADA compliant door
handle.
404.2.7 Low 2 In Medium Replace the door handle with an ADA compliant one that does not require grasping to operate.
751
Town Hall
170 MacGregor Ave.
Entrances Public Works The door to the Public Works department has the floor surface with a slope of 1.92%
which is just under the 2%maximum limit.
N/A Low 2 In Low The door is left open during operating hours.
752
Town Hall
170 MacGregor Ave.
Entrances Public Works The door to the meeting room in Public Works has a maneuvering clearance of 7 while
the minimum is 18”.The slope of the floor surface is 2.1%which is just over the 2%
maximum.The door handle is not able to be operated without grasping.
404.2.4,404.2.7 Low 1 In Low Move in room items to create 18”of maneuvering width with 60”of depth.Replace the door handle
with an ADA compliant one.
753
Town Hall
170 MacGregor Ave.
Entrances Finance The south door of the finance department meeting room has a maneuvering clearance
depth of 32”which is less than the 60”minimum.The door closes too quickly at 4
seconds which is less than the 5 second minimum.
404.2.4,404.2.8 Low 2 In Low Rearrange items in room so there is 18”wide and 60”deep of maneuvering clearance for the door.
Adjust the door closer so the door closes from a 90°to 12°position in 5 second minimum.
754
Town Hall
170 MacGregor Ave.
Entrances Restorative Justice The entry into Restorative Justice has two doors in a series that are separated by 10
The wood door does not have any maneuvering clearance due to the doors being in a
series.The glass door closes too quickly at 3.5 seconds which is less than the 5 second
minimum.The glass door does not have a kickplate present.The bottom rail/shoe of the
glass door is flat and not angled to the 60°minimum.
404.2.4,404.2.6,
404.2.8,404.2.10,
404.2.11
Low 2 In Medium The wood door is typically left open during operating hours.Adjust the door closer so the door closes
from a 90°to 12°position in 5 second minimum.Replace the bottom rail/shoe with one that has a
60°angle at a minimum,or replace the glass doors with ADA compliant ones.
755
Town Hall
170 MacGregor Ave.
Entrances Community Development The entry into Community Development has two doors in a series that are separated by
11”.The wood door does not have any maneuvering clearance due to the doors being in
a series,while the glass door has 17 of width which is less than the 18”minimum.The
glass door has a width of 31 which is less than the 32”minimum.The bottom
rail/shoe of the glass door is flat and not angled to the 60°minimum.
404.2.3,404.2.4,
404.2.6,404.2.11
Medium 2 In and
Out
Medium The wood door is typically left open during operating hours.Adjust items in hallway so there is 18”
minimum of maneuvering clearance width.Adjust glass door so there is a width of 32”minimum or
replace glass door.Replace the bottom rail/shoe with one that has a 60°angle at a minimum,or
replace the glass doors with ADA compliant ones.
756
Town Hall
170 MacGregor Ave.
Entrances Buildings The entry into the Buildings department has two doors in a series that are separated by
11 The wood door does not have any maneuvering clearance due to the doors being
in a series.The wood door does not have an ADA compliant handle.The bottom
rail/shoe of the glass door is flat and not angled to the 60°minimum.
404.2.4,404.2.6,
404.2.7,404.2.11
Low 2 In Medium The wood door is typically left open during operating hours.Replace the wood door handle with an
ADA compliant one.Replace the bottom rail/shoe with one that has a 60°angle at a minimum,or
replace the glass doors with ADA compliant ones.
757
Town Hall
170 MacGregor Ave.
Entrances Rooms 201 and 202 The doors to rooms 201 and 202 are located next to each other and have maneuvering
clearances that overlap the door swing.
404.2.4 Low 2 In Low The doors to rooms 201 203 are typically left open when public meeting is taking place in the room.
Confirm that when room is used by members of the public that the doors remain completely open.
758
Town Hall
170 MacGregor Ave.
Accessible Pathway Board Room In the board Room,when the moveable walls are setup,the walkway between the wall
and last row of fixed seating has a cross slope of 1.92%which is just under the 2%
maximum.
403.3 Medium 2 N/A N/A None
759
Town Hall
170 MacGregor Ave.
Accessible Pathway Hallway by Twin Owls
room
The fire extinguisher in the hallway to the Twin Owls room protrudes 5”with a leading
edge of 34”which are not compliant.
307.2 Medium 2 In Medium Replace cabinet with one the projects less than 4”from the wall or add a bottom portion to the
cabinet so the leading edge is a maximum of 27”from the ground.
760
Town Hall
170 MacGregor Ave.
Accessible Pathway Police Department Lobby The PD phone in the PD lobby protrudes 5”with a leading edge height of 38”. 307.2 Medium 2 In Medium There is a desk/sitting area next to the phone that limits the protrusion.Add a bottom edge to the
phone so the leading edge is less than 27”.
761
Town Hall
170 MacGregor Ave.
Accessible Pathway Public Works Hallway The water fountains outside of the Public Works department protrude 19”with a leading
edge height of 32
307.2 Medium 2 In Medium Add a surround to the bottom of the water fountain so the leading edge is less than 27”in height.
762
Town Hall
170 MacGregor Ave.
Ramps Ramp from board room
lobby to public restroom
lobby
The ramp to the public restrooms from the board room lobby has handrails that extend
4”beyond the end of the ramp at the top.
405.8 Medium 2 Out Medium Adjust handrails so they extend 12”minimum beyond the end of the ramp.Make sure they do not
protrude more than 4”with a leading edge between 27”and 80”.If they do protrude more than 4”,
make sure the leading edges is less than 27”.
763
Town Hall
170 MacGregor Ave.
Ramps Public Restrooms The ramp in the public restroom area that leads to the utility billing hallway has handrails
that are not compliant.The north handrail extends 6”beyond the ramp at the bottom
and is 3 5/8”short of the ramp end at the top.The south handrail extends 4 beyond
the ramp at the bottom and is 3 short of the ramp end at the top.
405.8 Medium 2 Out Medium Adjust handrails so they extend 12”past the top and bottom of the ramp ends.Make sure they do
not protrude more than 4”with a leading edge between 27”and 80”.If they do protrude more than
4”,make sure the leading edges is less than 27”.
764
Town Hall
170 MacGregor Ave.
Ramps Board Room The board room lobby ramp does not have any handrails present.The top landing of the
ramp is only 46”deep when the moveable walls are setup.
405.1 Exception not
required
Medium 2 Out Medium Add ADA compliant handrails to both sides of the ramp.
765
Town Hall
170 MacGregor Ave.
Ramps 2nd floor hallway by
south stairwell
The second floor hallway ramp has a slope that is too steep at 10.33%which is over the
10%maximum.There are no handrails present.
405.2,405.8 Low 2 Out Medium Add ADA compliant handrails to both sides of the ramp.Make sure they do not protrude more than
4”with a leading edge between 27”and 80”.If they do protrude more than 4”,make sure the leading
edges is less than 27”.
766
Town Hall
170 MacGregor Ave.
Stairs North stairwell The north stairwell does not have compliant or uniform riser heights,measures from 6”
to 8”where the height should be between 4”and 7”.The handrails are 3 3 short of
the last riser at the bottom and 1 4”short of the first riser at the top.
504.2,505.10 Low 2 Out High The riser heights should be between 4 7”.The handrails should extend 12”beyond the first riser
nosing at the top and one tread depth,11”minimum,beyond the last riser nosing at the bottom.
767
Town Hall
170 MacGregor Ave.
Stairs South stairwell The south stairwell does not have uniform riser heights and measure from 6 to 7”.
The tread depths are not uniform and measure 11”to 11 The handrails are 4”short
of the last riser at the bottom and 2”short of the first riser at the top.
504.2,505.10 Low 2 Out High Riser heights and tread depths should be uniform with risers 4 7”and treads 11”minimum.The
handrails should extend 12”beyond the first riser nosing at the top and one tread depth,11”
minimum,beyond the last riser nosing at the bottom.
768
Town Hall
170 MacGregor Ave.
Stairs PD lobby and Utility Billing
lobby
The stairs from the PD lobby to the utility billing area do not have uniform riser height.
Risers measure 6 7”.The tread depths are to shallow at 10 which is less than the
11”minimum.The east handrail has a height of 40”.The west handrail is 4”short of the
last riser at the bottom and extends only 9”beyond the first riser at the top which is less
than the 12”minimum.
504.2,505.4,505.10 Medium 2 Out High Redo the stairs so that riser heights and tread depths are uniform.Risers should be 4 7”in height and
treads should be 11”minimum in depth.The handrails need to be fixed so that the height is 34 38”
and they extend 12”beyond the first riser at the top and one tread depth past the last riser nosing at
the bottom.
769
Town Hall
170 MacGregor Ave.
Stairs Board Room The stairs in the board room have non compliant handrails.The left handrail has a height
of 39”which is over the 38”maximum.The right handrail extends 9 past the last riser
at the bottom and is 4 beyond the first riser at the top.The left handrail is 4
beyond the last riser at the bottom and 4 beyond the first riser at the top.
505.4,505.10 Low 2 Out Medium Fix both handrails so the height is 34 38”and they extend one tread depth 11”minimum)beyond the
last riser at the bottom and 12”minimum beyond the first riser at the top.
770
Town Hall
170 MacGregor Ave.
Elevator By Admin lobby The elevator is not compliant.The cab dimensions were measured at 60”wide and 39”
deep.The door is offset with a width of 32 The time between the door stops closing
and starts closing again is 6 seconds.There are no visual signals of the cab arrival and
only audio signal comes from inside of the cab and is hard to hear when waiting on the
landing for it.The floor designation has a centerline height of 60 There is only 17
of maneuvering clearance width for the 1st floor call buttons and are recessed 16 5/8”.
The in cab controls have the height of the highest button measured at 52
407 High 2 Out High The elevator needs to be replaced with an ADA compliant one.This can either be a replacement in
the current location or an elevator added to an exterior wall of town Hall.
771
Town Hall
170 MacGregor Ave.
Assembly Areas Board Room The board room has 3 ADA seating spaces located in the front row of the fixed seating.
There are 2 companion seats that are the nearest fixed seat to the opening for a
wheelchair.The east opening is to shallow for a forward approach without blocking the
stairs.The ADA seating is located only in the first row,and there are no aisle ADA spaces.
802 High 2 In Medium Adjust seating layout to allow for ADA seating in the moveable seating area.Need to have 4 ADA
seating spaces all with companion seats.The ADA seating needs to be dispersed through the seating
layout,include aisle seating,and have the same line of sight as other seating.
772
Town Hall
170 MacGregor Ave.
Assembly Areas Board Room The assistive listening devices need to have another set of headphones so all three sets
are working and available.The signage in the room for the assistive listening devices
needs to be updated with the current international symbol for assistive listening.
706 Medium 2 In Low Update the assistive listening device signs with the current international symbol.Add headphones to
third set of assistive listening devices.
773
Town Hall
170 MacGregor Ave.
Assembly Areas Board Room The east ADA wheelchair space in the front of the board room is 7 in depth before the
stairs.The minimum is 48”for a front approach.
802.1 High 2 In Low This space is not able to be used as a wheelchair space unless the stairs are blocked off from use.
774
Town Hall
170 MacGregor Ave.
Reception Areas Community Development The community development reception seating does not have an ADA wheelchair space. 802.1 High 2 In Medium Configure seating area so there is an ADA wheelchair space that is 36”wide and 48”deep.
775
Town Hall
170 MacGregor Ave.
Reception Areas Public Works The public works reception seating does not have an ADA wheelchair space. 802.1 High 2 In Medium Configure seating area so there is an ADA wheelchair space that is 36”wide and 48”deep.
776
Town Hall
170 MacGregor Ave.
Reception Areas Administration The administration reception seating does not have an ADA wheelchair space. 802.1 High 2 In Medium Configure seating area so there is an ADA wheelchair space that is 36”wide and 48”deep.
777
Town Hall
170 MacGregor Ave.
Reception Areas PD lobby The police department reception seating does not have an ADA wheelchair space. 802.1 High 2 Out High Replace counter so there is enough knee/toe clearance for a wheelchair and remove one of the
chairs.
778
Town Hall
170 MacGregor Ave.
Reception Areas Board Room Lobby The board room lobby reception seating does not have an ADA wheelchair space. 802.1 Medium 2 In Medium Configure seating area so there is an ADA wheelchair space that is 36”wide and 48”deep.
779
Town Hall
170 MacGregor Ave.
Sales and Service Counters Administration The administration reception counter is not ADA compliant.The countertop height is 40
which is over the 36”maximum.There is no space underneath the counter for a
forward approach,but there is space for a parallel approach.
904.4 High 2 Out Medium Replace or add an ADA compliant counter.
780
Town Hall
170 MacGregor Ave.
Sales and Service Counters Public Works The public works counter is not Ada complaint.The countertop is 43 high which is
over the 36”maximum which no cutout for a lower counter.
904.4 High 2 Out Medium Replace part of the counter with an ADA compliant one with a maximum height of 36”and a depth of
17”.
781
Town Hall
170 MacGregor Ave.
Sales and Service Counters Community Development The community development reception counter does not have enough clear floor depth
at 36”which is less than the 48”minimum.There is enough room for a parallel approach,
but there is no adequate turn around space.
304 High 2 In High Move reception chair closest to door.Move counter back far enough for complaint depth for the
counter as well as create an ADA wheelchair reception space.
782
Town Hall
170 MacGregor Ave.
Sales and Service Counters Buildings The buildings department reception counter is not Ada compliant.The left part of the
counter does not have any clear floor space underneath the counter.The right part of
the counter does not have enough depth for a forward approach at 37 which is less
than the 48”minimum.There is no adequate turn around space.
304 High 2 In High Move the desk back and the side table over so there is a 60"diameter circle for turnaround space.
783
Town Hall
170 MacGregor Ave.
Sales and Service Counters PD lobby The PD reception counter is not Ada compliant.The countertop has a height of 41
which is over the 36”maximum.
904.4 High 2 Out Medium Replace counter with an ADA compliant one.
784
Town Hall
170 MacGregor Ave.
Sales and Service Counters Utility Billing The left utility billing window counter is not ADA complaint.The countertop height is 39
which is over the 36”maximum.The depth under the counter is 1 which is less
than the 17”minimum and there is no room for a parrallel approach.
904.4,306 High 2 Out High Replace the counter with an ADA compliant one.
785
Town Hall
170 MacGregor Ave.
Sales and Service Counters Utility Billing The middle utility billing window counter is not ADA complaint.The countertop height is
39 which is over the 36”maximum.The depth under the counter is 1 which is less
than the 17”minimum and there is no room for a parrallel approach.
904.4,306 High 2 Out High Replace counter with an ADA compliant one.
786
Town Hall
170 MacGregor Ave.
Sales and Service Counters Utility Billing The right utility billing window counter is not ADA complaint.The countertop bottom
height is 26 which is under the 28”minimum.The depth under the counter is 1
which is less than the 17”minimum and there is no room for a parrallel approach.
306 High 2 Out High Replace counter with an ADA compliant one.
787
Town Hall
170 MacGregor Ave.
Signs Town Hall The majority of permanent room signage is not ADA compliant with missing braille and
raised text being the main issues.
703 High 2 Out High Replace all Town Hall permanent room signage with signs that have braille,raised characters.Locate
on latch side of the door,when possible,at a height of 48”minimum for the lowest character and 60”
for the highest character.Pictograms must be 6”in height at a minimum.The letter height should be
5/8”2”with ADA compliant text O”is 55 110%the height of I”).
Braille and raised text only for room From ADA training signs that identify permanent spaces,room numbers or names,floor levels,and exits
MUST have Raised Characters and Braille”
Signs over door and over the 60”maximum height
Pictograms too small at 3”instead of the 6”minimum
788
Town Hall
170 MacGregor Ave.
Detention Facilities PD The initial holding and fingerprint area in the PD has a bench with seat height that
measures 19 20”which is over then 19”maximum.There is a drain in the northeast
corner of the room that creates a slope and cross slope that measures 8.75%9.63%
which is over the 2%maximum for clear floor space and 5%maximum for running slope.
403,903 Medium 4 Out High Regrade the flooring so the maximum slope is 5%.Could make bench height compliant if layer of
flooring adding to make seat height 19”maximum.
789
Town Hall
170 MacGregor Ave.
Detention Facilities PD The south holding cell has ADA compliant turn around space unlike the north cell.The
bench in the room has a seat height of 19 which is over the 19”maximum.The toilet
is not compliant with a seat height of 15 with the flush control located in the middle
above the toilet and the toilet located 15 from the side wall.
807.2 Medium 4 Out High Replace the bench seat so the seat height is 19”maximum.The toilet seat height needs to be 17 19”
in height and 16 18”from the sidewall to the toilet centerline.Flush controls should be to the open
side of the toilet.The requirement of an ADA cell is contingent on the direction from the Attorney
General.
790
Town Hall
170 MacGregor Ave.
Detention Facilities PD The north holding cell is not ADA compliant.The turnaround space is 57”wide which is
less than the 60”minimum.The bench in the room has a seat height of 19 which is
over the 19”maximum.The toilet is not compliant with a seat height of 13 which is
under the 17”min and the flush control is located in the middle of the wall above the
toilet and the toilet located 21”from the side wall.
807.2 High 4 None None The south cell is closer to compliance with one ADA compliant cell being the minimum.This is
contingent on the Attorney General’s direction for this issue.
791
Town Hall
170 MacGregor Ave.
Controls Board room lobby
entrance
The exterior ADA door opener button for the exterior door of the board room lobby
vestibule does not have compliant clear floor space.The cross slope due to the ramp is
2.3%which is over the 2%maximum.
309.2 High 2 Out Medium Regrade concrete clear floor space for the button so the slope is less than 2%in any direction.
792
Town Hall
170 MacGregor Ave.
Controls Public Restrooms The ADA door opener button located at the bottom of the ramp in the public restrooms
area has a clear floor space with a cross slope of 2.3%which is over the 2%maximum.
309.2 Medium 2 In Low Move the button to a location that has compliant clear floor space.
793
Town Hall
170 MacGregor Ave.
Controls Admin Lobby Entry East The exterior ADA door button for the exterior door to the east vestibule of the
administration lobby is not compliant.The clear floor space extends 2”to the left of the
button due to a shoe brush and has 30+”to the right.The clear floor space has a slope of
1.9%and a cross slope of 2.5%.
309.2 Medium 2 In and
Out
Medium Move shoe brush so the ADA door button has clear floor space of 30”with the button located in the
middle of the width.Regrade the concrete so the slope is less than 2%in any direction.
794
Town Hall
170 MacGregor Ave.
Water Fountains Public Restrooms The right,wheelchair,water fountain has a water flow height of 3 602.6 Low 4 In Low Adjust the spout so the water flow height is 4”minimum.
795
Town Hall
170 MacGregor Ave.
Water Fountains 2nd floor hallway The water fountain by dispatch on the 2nd floor does not have ADA complaint knee and
toe clearances.The spout is 12 from the rear support which is less than the 15”
minimum.The water flow is 6 from the front edge which is over the 5”maximum.
There is not a wheelchair water fountain nearby.
602.2,602.5,602.6,
602.7
Medium 4 Out High Replace with a wheelchair and standing water fountain combo that are ADA compliant.
796
Town Hall
170 MacGregor Ave.
Water Fountains 2nd floor hallway The water fountain by dispatch on the 2nd floor does not have ADA complaint knee and
toe clearances.The water flow is 8 from the front edge which is over the 5”
maximum.The spout height of 44 which is over the 43”maximum.The spout is 12
from the rear support which is less than the 15”minimum.There is not a wheelchair
water fountain nearby.
602.2,602.4,602.6,
602.7
Medium 4 Out High Replace with a wheelchair and standing water fountain combo that are ADA compliant.
797
Town Hall
170 MacGregor Ave.
Restrooms Women's Public The women’s public restroom entry door closes too quickly at 3.25 seconds and requires
16 pounds of force to operate.
404.2.8,404.2.9 High 2 In Low Adjust door closer so the door closes from a 90°to 12°position in 5 seconds minimum and requires
less than 5 pounds of force to operate.
798
Town Hall
170 MacGregor Ave.
Restrooms Women's Public The brackets for the counter in the women’s public restroom are metal and unprotected
where wheelchair users could hit knees on them.
606.5 Low 3 In Low Add protection to the counter brackets.
799
Town Hall
170 MacGregor Ave.
Restrooms Women's Public The women’s public restroom has 7 stalls and no ambulatory stall. 213.3.1 Medium 3 Out Medium Modify one stall to be an ambulatory stall.
800
Town Hall
170 MacGregor Ave.
Restrooms Women's Public The ADA compartment toilet in the women’s public restroom is 18 from the side wall
which is outside of the 16 18”range for an ADA compartment stall.The flush controls
are auto but the manual button is on the closed side.
604.2,604.6 Medium 3 In or
Out
High Remount toilet or add of wall to make the toilet 16 18”from the sidewall.Adjust the auto flush so
the manual button is on the open side.
801
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The men’s public restroom entry door is recessed 10”and has 8 of maneuvering
clearance on the pull side of the door.The door closes too quickly at 3 seconds which is
under the 5 second minimum.The door requires 15 pounds of force to operate which is
over the 5 pound maximum.
404.2.4,404.2.8,
404.2.9
High 2 In or
Out
High The maneuvering clearance for a recessed door is 18”on the pull side.This is not possible due to the
walls and therefore an ADA door opener should be added for the door.The door closer should be
adjusted in the meantime so the door closes from a 90°to 12°position in 5 seconds minimum and
requires less than 5 pounds of force to operate.
802
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The men’s public restroom has 3 stalls and 3 urinals for a total of 6,and no ambulatory
stall.
213.3.1 Medium 3 Out Medium Modify one stall to be an ambulatory stall.
803
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The left hand dryer in the men’s public restroom do not have compliant clear floor space.
The hand dryer is partially blocked by the trashcan creating a non compliant situation.
309.2 Medium 3 In or
Out
Medium Cut a hole in the left side of the counter for a trashcan to be placed underneath the counter.The
right hand dryer is compliant but has the hand dryer located in the right half of the clear floor space
width.
804
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The mirror by the entry of the men’s public restroom does not have enough clear floor
space depth due to the trashcan.
603.3 Low 3 In or
Out
Medium Move the trashcan to another location.
805
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The ADA compartment toilet does not have the flush controls mounted to the open side.
The controls are auto,but the manual button is not to the open side.
604.6 Low 3 In Low Remount flush controls so manual push button is on the open side.
806
Town Hall
170 MacGregor Ave.
Restrooms Men's Public The toilet paper dispenser in the men’s ADA stall needs to be remounted to an ADA
compliant distance from the toilet.The current distance is 5 and 16”which are
outside of the 7 9”range.
604.7 Low 3 In Low Remount toilet paper dispenser so that the distance is ADA compliant.
807
Town Hall
170 MacGregor Ave.
Restrooms Executive Women's The entry door to the executive women’s restroom closes too quickly at 3.5 seconds. 404.2.8 Low 2 In Low Adjust closer so the door closes from a 90°to 12°position in 5 seconds minimum and requires less
than 5 pounds of force to operate.
808
Town Hall
170 MacGregor Ave.
Restrooms Executive Women's The drain pipes in the women’s executive restroom are unprotected. 606.5 Medium 3 In Low Add drain pipe protection.
809
Town Hall
170 MacGregor Ave.
Restrooms Executive Women's The executive women’s restroom has hand towel dispenser that is manual and requires
grasping of the towels to operate.
309.4 Low 3 In Low Replace with an auto dispensing paper towel holder.
810
Town Hall
170 MacGregor Ave.
Restrooms Executive Women's The executive women’s ADA stall was measured to have 59 of width which is less than
the 60”minimum.
604.8.1.1 Low 3 In or
Out
Medium The stall width should be 60”minimum.
811
Town Hall
170 MacGregor Ave.
Restrooms Executive Women's The toilet in the ADA compartment of the women’s executive restroom is mounted
crooked with the rear 19 from the side wall and the front 17”from the side wall.
604.2 Low 3 In Low Remount toilet so it is 16 18”away from the sidewall.
812
Town Hall
170 MacGregor Ave.
Restrooms Executive Men's The entry to the men’s executive restroom in not compliant.The width is 26 which is
less than the 32”minimum.There is a privacy wall present that is 41 from the entry
door and reduces the maneuvering clearance depth below the 48”minimum.The door
closes in 2.5 seconds and requires 7 pounds of force.
404.2.3,404.2.4,
404.2.8,404.2.9
Medium 2 In and
Out
High The closer needs to be adjusted so the door closes from a 90°to 12°position in 5 seconds minimum
and requires less than 5 pounds of force to operate.Add an ADA door opener since moving the
privacy wall is not feasible.The door width should be widened to a minimum 32”.
813
Town Hall
170 MacGregor Ave.
Restrooms Executive Men's The men’s executive restroom has a cabinet for the base of the counter.There is no
compliant toe or knee space.The drain pipes are unprotected.
606.2,606.5 Medium 3 In or
Out
Medium Replace cabinet/counter with an ADA compliant counter.Add pipe insulation to drain pipes.
814
Town Hall
170 MacGregor Ave.
Restrooms Executive Men's The men’s executive restroom has a hand dryer with clear floor space of 22 wide
which is less than the 30”minimum.
309.2 Low 3 In Low The hand dryer is blocked by the trashcan and chair.Remove chair from restroom area.
815
Town Hall
170 MacGregor Ave.
Restrooms Executive Men's The men’s executive restroom does not have an ADA compliant stall. 604.8 Medium 3 Out High Reconfigure so there is an ADA complaint stall.
816
Town Hall
170 MacGregor Ave.
Restrooms Executive Men's The men’s executive restroom does not have an ADA compliant urinal.The urinal has a
rim height of 23 which is over the 17”maximum.The depth of the out face is 12
which is less than the 13 minimum.
605.2 Medium 3 Out High Replace with an ADA complaint urinal mounted at the proper height.
817
Town Hall
170 MacGregor Ave.
Restrooms Administration The administration conference room restroom entry door is not ADA compliant.The
width of the door is 27”which is less than the 32”minimum.The maneuvering clearance
has only 4”of width which is less than the 18”minimum.The door knob is round and
requires grasping to operate and there is no kickplate.
404.2.3,404.2.4,
404.2.8,404.2.9
Low 3 Out High The restroom will have to be reconfigured to make it ADA compliant.
818
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
north end of hallway
The 2nd floor north women’s restroom Women’s 1)entry door is not compliant.The
width of the door is 28 wide which is less than the 32”minimum.The maneuvering
clearance width is 11 which is less than the 18”minimum.The door requires 6 pounds
of force to operate and closes in 1.9 seconds.
404.2.3,404.2.4,
404.2.8,404.2.9
Low 2 In and
Out
High The closer needs to be adjusted so the door closes from a 90°to 12°position in 5 seconds minimum
and requires less than 5 pounds of force to operate.The door width should be widened to a
minimum 32”.Add an ADA door opener if maneuvering clearance can’t be made compliant 18”W x
60”D for the pull side).
819
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
north end of hallway
The 2nd floor north women’s restroom Women’s 1)counter has supports that are
unprotected and located 4”from the front of the counter.The pipes are unprotected as
well.
606.5 Low 3 In Low Add protections to the drain pipes and counter supports.
820
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
north end of hallway
The towel dispenser in the women’s restroom 1 has the clear floor space blocked by a
trashcan mounted on the wall.
309.2 Low 3 In Low Move the trashcan to a spot that doesn’t block any clear floor or maneuvering spaces.
821
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
north end of hallway
The women’s 1 restroom does not have an ADA compliant stall. 604.8 High 3 Out Medium Reconfigure so there is an ADA complaint stall.
822
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
south end of hallway
The 2nd floor south women’s restroom Women’s 2)entry door is not compliant.The
width of the door is 29”wide which is less than the 32”minimum.There is a second
doorway 25 from the entry door which is less than the 48”minimum.The second
doorway is 26 wide which is less than the 32”minimum.The maneuvering clearance
width is 10 which is less than the 18”minimum.The door requires 10 pounds of force
to operate and closes in 2.7 seconds.
404.2.3,404.2.4,
404.2.6,404.2.8,
404.2.9
Medium 2 In Medium The closer needs to be adjusted so the door closes from a 90°to 12°position in 5 seconds minimum
and requires less than 5 pounds of force to operate.The interior doorway and privacy wall should be
removed due to the non compliant issues as well as the wall is not needed.Without the wall,there
would be adequate maneuvering clearance width.The door width should be widened to a minimum
32”.
823
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
south end of hallway
The 2nd floor south women’s restroom Women’s 2)has a cabinet for the base of the
counter.There is no compliant toe or knee space and the counter height is 36”which is
over the 34”maximum.The drain pipes are unprotected.
606.2,606.3,606.5 Medium 3 In or
Out
High Replace cabinet/counter with an ADA compliant counter.Add pipe insulation to drain pipes.
824
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
south end of hallway
The sinks and middle soap dispenser do not have enough clear floor space depth due to
the cabinet and stall walls.The paper towel dispenser also has limited clear floor space
width at 29 where the width reduces due to the wall.
309.2,606.2 Medium 3 Out Medium Replace cabinet with counter and these issues should be resolved with clear floor space extending
under the counter.
825
Town Hall
170 MacGregor Ave.
Restrooms Women's 2nd floor
south end of hallway
The women’s 2 restroom does not have an ADA compliant stall. 604.8 Medium 3 Out High Reconfigure so there is an ADA complaint stall.
826
Town Hall
170 MacGregor Ave.
Restrooms Men's 2nd floor The 2nd floor men’s restroom Men’s 2)entry door is not compliant.The width of the
door is 28 wide which is less than the 32”minimum.There is a second open doorway
17”from the entry door which is less than the 48”minimum.The second doorway is 28”
wide which is less than the 32”minimum.The maneuvering clearance width is 17”which
is less than the 18”minimum with 44 of depth which is less than 60”.The door
requires 11 pounds of force to operate and closes in 1.5 seconds.There is also no
kickplate present.
404.2.3,404.2.4,
404.2.6,404.2.8,
404.2.9
Medium 2 In and
Out
High The closer needs to be adjusted so the door closes from a 90°to 12°position in 5 seconds minimum
and requires less than 5 pounds of force to operate.The interior doorway and privacy wall should be
removed due to the non compliant issues as well as the wall is not needed.Without the wall,there
would be adequate maneuvering clearance width but not enough depth.The door width should be
widened to a minimum 32”.
827
Town Hall
170 MacGregor Ave.
Restrooms Men's 2nd floor The 2nd floor men’s restroom Men’s 2)counter is not ADA compliant.There is an
unprotected middle support located in the middle of the counter and is 4 from the
front.This supports creates clear floor space width of 24 and 27 for the sinks
which is less than the 30”minimum.The drain pipes are unprotected.
606.2,606.3,606.5 Medium 3 In Medium Replace middle support with one that creates the proper knee and toe clearances as well as the
proper clear floor space.
828
Town Hall
170 MacGregor Ave.
Restrooms Men's 2nd floor The clear floor space for the sinks and middle soap dispenser are not compliant due to
the middle support piece of the counter with widths of 24 and 27 which are less
than the 30”minimum.The sinks have round knobs that require grasping to operate.
606.2,606.4 Medium 3 In Medium Remove middle support and replace with an angle bracket that allows for the proper clear floor space
depth and width.Replace faucets with Ada compliant ones.
829
Town Hall
170 MacGregor Ave.
Restrooms Men's 2nd floor The men’s 2 restroom does not have an ADA compliant stall. 604.8 Medium 3 Out High Reconfigure so there is an ADA complaint stall.
830
Town Hall
170 MacGregor Ave.
Restrooms Men's 2nd floor The men’s 2 restroom urinals have a rim height of 20 5/8”which is over the 17”
maximum.
605.2 Medium 3 Out Medium Replace one of the urinals with an ADA compliant one.
831
O'Connor Pavilion
1700 Fish Hatchery Road
Parking See Hydroplant Parking
Sections
See Hydroplant Parking Sections 502 See Hydroplant Parking Sections
832
O'Connor Pavilion
1700 Fish Hatchery Road
Accessible Route Pavilion Area There is no ADA compliant accessible route connecting the restroom,pavilion,food
serving areas,and the ceremony sites.The ground is gravel and is not considered firm or
stable.There is a steep hill seperating the ceremony sites from the reception areas.The
area is also a drainage pathway during rain events.
402 High 2 Out High Add an ADA compliant route that is 36"wide and made out of concrete or another firm and stable
product that connects the ceremony sites to the reception areas including the restrooms,pavilion,
and parking.
833
O'Connor Pavilion
1700 Fish Hatchery Road
Signage Men's and Women's
Restrooms
The slope for the restroom signs are 2.3 2.6%which is over the 2%maximum. 703.4 Medium Low Out High Redo the concrete pad on the outside of the restrooms so that the slope is less than 2%in any
direction.
834
O'Connor Pavilion
1700 Fish Hatchery Road
Restroom Entry Women's The entry for the women's restroom is not compliant.The doorway height is 79"and the
closer is at 77 3/4"which are less than the 80"and 78"minimum.The door closes in 2.2
seconds and requires 7.5 pounds of force to operate which are not compliant.
404.2.3,404.2.8,
404.2.9
Low Low Out High Replace doorway with one that has a height of 80"and the closer is 78"minimum.Adjust the closer
so the door closes in 5 seconds and requires no more than 5 pounds of force to operate.
835
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The entry for the men's restroom is not compliant.The doorway height is 79"and the
closer is at 77 3/4"which are less than the 80"and 78"minimum.The door closes in 2.2
seconds and requires 7.5 pounds of force to operate which are not compliant.
404.2.3,404.2.8,
404.2.9
Low Low Out High Replace doorway with one that has a height of 80"and the closer is 78"minimum.Adjust the closer
so the door closes in 5 seconds and requires no more than 5 pounds of force to operate.
836
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Hand Washing station The base for the hand washing station is not compliant with onlty 8 1/2"of depth under
the counter from the front for proper knee clearance.
606.2 High Med In Med Replace hand washing sink base with one that is ADA complaint.
837
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's and Women's
Restrooms
The coat hooks on the ADA stall doors are mounted to high at 64"+and not ADA
complaint.
603.4 Low Low In Low Lower the coat hooks so they are a maximum of 48"from the ground.
838
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Women's The women's restroom ADA stall is not complaint.The door is 5"from the side wall and
does not self clode.There are no ADA door handles.
604.8 Medium Med Out High Remount door so it is a maximum of 4"from the side wall.Replace hinges so door is self closing and
add ADA pull handles to both sides of the door.
839
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Women's The toilet is mounted 19 1/2"from the side wall which is over the 19"maximum. 604.2 Medium Low Out High Need to reposition stall walls or toilet so the toilet is 17 19"from the side wall.
840
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Women's The ADA grab bars are not compliant.The height of the rear bar is 37"which is over the
36"maximum.The side grab bar has a height of 37"and has the toilet paper dispenser 6"
above it.
609.3,609.4 Medium Med In Med Remount grab bars so the height is 33 36".There needs to be 12"between the grab bar and any
objects above it.
841
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The men's restroom ADA stall is not complaint.The door is 5 1/4"from the side wall and
does not self clode.There are no ADA door handles.
604.8 Medium Med Out High Remount door so it is a maximum of 4"from the side wall.Replace hinges so door is self closing and
add ADA pull handles to both sides of the door.
842
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The toilet is mounted 19 1/2"from the side wall which is over the 19"maximum. 604.2 Medium Low Out High Need to reposition stall walls or toilet so the toilet is 17 19"from the side wall.
843
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The urinal in the men's restroom is not ADA complaint.The depth of the urinal stall is 26
1/4"to 41 1/4"which is less than the 48"minimum.The depth of the outer face of the
urinal is 10 1/2"which is less than the 13 1/2"minimum.
605 Medium Low Out High Replace urinal with an ADA compliant one and adjust stall so the depth is 48"minimum.
844
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The ADA grab bars are not compliant.The height of the rear bar is 36 1/2"which is over
the 36"maximum and has the toilet paper dispenser 6"above it.The side grab bar has a
height of 37 3/4".
609.3,609.4 Medium Med In Med Remount grab bars so the height is 33 36".There needs to be 12"between the grab bar and any
objects above it.
845
O'Connor Pavilion
1700 Fish Hatchery Road
Restrooms Men's The toilet paper dispenser in the ADA stall is not ADA complaint.The distance to the
dispenser from the toilet is 24"and 33"which is over the 9"maximum.
604.7 High High In Low Remount toilet paper dispenser so that on of the openings is in the 7 9"range.Make the other one
less than 7".Insure there is 12"between grab bar and dispenser.
846
O'Connor Pavilion
1700 Fish Hatchery Road
Serving Tables Serving Tables The serving tables are not ADA complaint.The ground surface has slopes and cross slops
over the maximums.There is not adequate knee clearances.
904.4 High Med In/Out Med Redo serving tables so the ground surface has a maximum slope and cross slope of 2%.There need to
be knee clearances with 27"of height under serving tables that have a maximum counter height of
36".The depth under the surface should be 17 25".
Building Area/Location Zone/Section Non compliant Element Compliance Section Severity Corrective Measure Photo Estimated Cost Timeframe
1
Visitor Center Parking Lot Single Access Space by west
Pedestrian Bridge
Has a maximum slope of 5.3%which is over the limit of 2%
in any direction
502.4 High Regrade parking surface so that slope in any direction is
2%
2
Visitor Center Parking Lot East side access parking space pair
North
Have a 4.5%slope in the left space and 5.3%in the right
space along with 3.9%for the aisle which is over the limit
of 2%in any direction
502.4 High Regrade parking surface so that slope in any direction is
2%
3
Visitor Center Parking Lot East sideaccess parking space pair
South
Have a slope of 5.3%in the left space and 3.2%in the right
space along with 3.1%for the aisle which is over the limit
of 2%in any direction
502.4 High Regrade parking surface so that slope in any direction is
2%
4
Visitor Center Parking Lot The group of 4 access spaces on NW
of building
Left(east)aisle has a slope of 2.7%along with 2.3%in the
right access space which is over the limit of 2%in any
directions
502.4 Medium Regrade parking surface so that slope in any direction is
2%
5
Visitor Center Parking Lot Single Access Space by west
Pedestrian Bridge
missing a sign with the international symbol of accessibility,
only markings on pavement surface
502.6 Medium Install sign with international symbol of accessibility on a
post at every accessible space so that the bottom of the
sign is at least 60”above the ground
6
Visitor Center Parking Lot East side access parking space pair
North
Left space missing a sign with the international symbol of
accessibility,only markings on pavement surface
502.6 Medium Install sign with international symbol of accessibility on a
post at every accessible space so that the bottom of the
sign is at least 60”above the ground
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
2020 Town of Estes Park ADA Audit Summary Report Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
7
Visitor Center Parking Lot East side access parking space pair
South
missing a sign with the international symbol of accessibility,
only markings on pavement surface
502.6 Medium Install sign with international symbol of accessibility on a
post at every accessible space so that the bottom of the
sign is at least 60”above the ground
8
Visitor Center Parking Lot The group of 4 access spaces on NW
of building
Only one access space has a van accessible”sign mounted
on a post,this sign is faded and unreadable
502.6 Medium Install Van Accessible”signs on posts with international
symbol of accessibility at every access space that can be
considered van accessible
9
Visitor Center Parking Lot/Accessible Route Exterior of building Sections of the access route cross curb ramps from the
parking areas and cause the running slope of the access
route to be steeper than the 5%limit.Curb ramp by EVHA
door measured at 12.4%,Curb ramp between the EVHA
door and the north entrance was measured at 7.2%,and
the curb ramps by the 4s access space group was
measured between 5.7%7.7%
403.3 High Regrade access route to 5%maximum running slope
and/or add level landing areas at the top of each curb
ramp at least 36”wide creating a level access route
10
Visitor Center Parking Lot/Accessible Route Exterior of building Sections of the access route cross curb ramps from the
parking areas and cause the cross slope of the access route
to be steeper than the 2%limit.Curb ramp by the portico
creates a cross slope of 8.2%,curb ramp by EVHA door
creates a cross slope of 7.0%,and the curb ramps by the
group of 4 access spaces create cross slopes of 7.4%(east)
and 7.2%(west)
403.3 High Regrade access route to 2%maximum cross slope and/or
add level landing areas at the top of each curb ramp at
least 36”wide creating a level access route
11
Visitor Center Parking Lot Curb Ramps on East Side Curb ramps on the east side access parking space pairs
were both measured at 8.7%which is over the 8.03%limit
406.1;405.2 High Regrade curb ramps so that the ramp is no steeper than
8.03%
12
Visitor Center Parking Lot East Side Access Sapce Pair North Does not have a level 36”wide level landing space at the
top of the curb ramp,grass is 40”away with angled edge
that limits landing area width to less than 36”wide and is
not level,measured at 5.3%
406.4 High Regrade landing area at top of ramp to level and remove
grass/add pavement so that the width is 36”.
13
Visitor Center Entrances North and South Lobby Entrances No signage at non access entrances,the North and South
entrances,with directions to the accessible entrance,
Afterhours entrance
216.6 High Install signs at the North and South entrances with
directions to the Afterhours entrance
14
Visitor Center Entrances North and South Lobby Entrances There is no maneuvering clearance on the pull side of any
entrance door due to double door configuration.Only the
afterhours right door has an automatic opener with push
button.Afterhour door connects to the lobby area,just
does not make it the shortest trip from the parking areas.
404.2.4 Low Install automatic openers at all entrances
15
Visitor Center Entrances Afterhours Entrance The left door of the afterhours entry closes too quickly
from a 90°to 12°position,measured at 3.5 seconds which
is under the 5 second limit
404.2.8 Medium Adjust closers so door closes from 90°to 12°position in at
least 5 seconds
16
Visitor Center Entrances South River Doors The right door closes too quickly from a 90°to 12°position,
measured at 3.5 seconds which is under the 5 second limit
404.2.8 Medium Adjust closers so door closes from 90°to 12°position in at
least 5 seconds
17
Visitor Center Entrances Entrances Edges of rugss are not secured 302.2 Medium Securely attach rug edges to flooring
18
Visitor Center Accessible Route Interior Afterhours Area Cross slope was measured at 2.2%outside of the family
restrooms for approximately 6’of the access route,limit is
2%
403.3 Low Regrade floor so maximum cross slope is 2%.
Photo evidence needs
19
Visitor Center Afterhours Area Public Restrooms Entry doors Lifepak Box located on wall between restroom doors
protrudes 7”into access route and the bottom edge is 48
from the floor
307.2 Medium Relocate Lifepak Box to area where it does not protrude
into accessible route
20
Visitor Center Afterhours Area Near entry doors Bulletin board by main entrance has pamphlet holder with
ends that protrude 4 into the accessible route and is
above 27”but below 80”
307.2;307.4 Low Trim ends to 4"
21
Visitor Center Main Lobby Gallery Retail Wall Calendar holder on gallery wall protrudes 6”into
accessible route and is located 31”from the floor
307.2 Low Move calendar holder down so bottom edge is a maximum
of 27”above floor
22
Visitor Center Elevator Interior buttons The interior buttons are located out of reach with the
emergency call button 49”and the cancel call button 52
above the floor
408.4.6;407.6.1 High Lower buttons height to a maximum of 48”
23
Visitor Center Elevator Interior buttons Buttons are located 9 13”from the corner of the elevator
instead of centered on a wall
408.4.6 Low Move buttons to center of side wall
24
Visitor Center Elevator Signage Sign on door jams at the floor levels are located with
highest character baseline at 60 which is over the 60”
limit
407.2.3;408.2.3 Low Lower signage so highest character baseline is 60”
maximum
25
Visitor Center Main Lobby Display racks The menu/newspaper display is located 29”from the
bench seating in front of the windows which is less than
the 36”minimum
403.5.1 High Relocate display so aisles are a minimum of 36”wide
26
Visitor Center Main Lobby Display racks The two displays on the south side of the main area have a
column between them with not enough clearance for an
aisle
403.5.1 High Relocate display so aisles are a minimum of 36”wide
27
Visitor Center Main Lobby Fire alarm Fire alarm pull on south wall is blocked by a trash can 305.3 High Trash can and make sure there is a 30”x48”clear space for
a forward or parallel approach
28
Visitor Center Main Lobby Ambassador Counter The cashier counter has 8 clear floor space that extends
under the counter which is less than the 17”minimum.
Additionally,the counter is 46 wide and has a staff
walkway next to it which does not allow for a 48”minimum
parallel approach if the staff walkway is being used
306.2.2;306.2.3 Medium Reconfigure counter so that there is clear space for a
forward approach of 17 25"
29
Visitor Center Public Restrooms Men's Front approach of men’s door on pull side only has 8 of
maneuvering clearance,less than the 18”minimum,when
the urinal closest to the door is being used.Same issue on
the women’s side,however it is a lavatory instead of a
urinal and the lavatory edge is 18”from the edge of the
door swing
404.2.4 Medium Add automatic door openers
30
Visitor Center Public Restrooms Men's Men’s door requires 7 Lbs.of force to open which is over
the maximum
404.2.9 High Adjust closer or add automatic opener
31
Visitor Center Public Restrooms Entry Doors Women’s and Men’s doors close too quickly from a 90°to
12°position
404.2.8 High Adjust closer or add automatic opener so door takes at
least 5 seconds
32
Visitor Center Public Restrooms Family Restroom The family restroom lavatory has 26 of clearance from
floor which is a little less than the 27”minimum
306.3.3 Medium Alter or replace lavatory so clearance to floor is at least 27”
33
Visitor Center Public Restrooms Family Restroom The family restroom lavatory has pipes insulated to protect
against contact,but the bottom of the lavatory extends
below the edge and is unprotected
606.5 High Add insulation so that bottom of lavatory is protected
against contact
34
Visitor Center Public Restrooms Men's The access stall doors do not self close 604.8.1.2 High Add self closing hinges to access stall doors
35
Visitor Center Public Restrooms Women's The access stall doors do not self close 604.8.1.2 High Add self closing hinges to access stall doors
36
Visitor Center Public Restrooms Men's The access stall doors do not have ADA compliant door
handles
604.8.1.2 High Add ADA compliant door pulls to both sides of access stall
doors
37
Visitor Center Public Restrooms Women's The access stall doors do not have ADA compliant door
handles
604.8.1.2 High Add ADA compliant door pulls to both sides of access stall
doors
38
Visitor Center Public Restrooms Men's Men’s access stall has a compartment area depth of 52
outside of the door swing which is less than the 56”
minimum
604.8.1.1 High Reverse the door swing to open out may be issue due to
stall door next to access stall also opening out
39
Visitor Center Public Restrooms Women's Reverse the door swing to open out may be issue due to
stall door next to access stall also opening out
604.8.1.1 High Reverse the door swing to open out may be issue due to
stall door next to access stall also opening out
40
Visitor Center Afterhours Area Water Fountains The standing person water fountain right fountain)has
the spout located at 37 which is below the 38”
minimum
602.7 Medium Adjust drinking fountain height so that the spout is located
38 43”above the floor
Building Area/Location Zone/Section Non compliant Element Compliance Section Severity Corrective Measure Photo Estimated Cost Timeframe
1
Tregent Park Restroom Exterior Entry Men's Restroom doors require more than the maximum force
allowed to open,measured at 10Lbs.for Women’s
404.2.9 High Add an automatic door opener
2
Tregent Park Restroom Exterior Entry Women's Restroom doors require more than the maximum force
allowed to open,measured at 14Lbs.for Men’s
404.2.9 High Add an automatic door opener
3
Tregent Park Restroom Interior On Stall Doors Coat hooks are installed at a height of 58” 603.4 Low Re install coat hooks at a height of 15 48”
4
Tregent Park Restroom Interior Women's Women’s counter height was measured at 35”606.3 High Alter counter so height is 34”of under with a compliant
clearance from the floor
5
Tregent Park Restroom Interior Men's No pipe insulation underneath counters 606.5 High Add pipe insulation underneath counters to protect
against contact
6
Tregent Park Restroom Interior Women's No pipe insulation underneath counters 606.5 High Add pipe insulation underneath counters to protect
against contact
7
Tregent Park Restroom Interior Women's Toilet centerline is 22 from side wall 604.2 High Move or replace toilet so that the centerline is 16 18”from
side wall
8
Tregent Park Restroom Interior Women's Toilet centerline is 22 from side wall 605.2 High Move or replace toilet so that the centerline is 16 18”from
side wall
2020 Town of Estes Park ADA Audit Summary Report Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
9
Tregent Park Restroom Interior Men's Width of access stalls were measure at 45 on the men’s
side
604.3.1 High Replace stone partitions with HDPE partitions that are
reconfigured to allow for the ADA compliant width of the
access stall
10
Tregent Park Restroom Interior Women's Width of access stalls were measure at 45”on the
women’s side and 45 on the men’s side
604.3.1 High Replace stone partitions with HDPE partitions that are
reconfigured to allow for the ADA compliant width of the
access stall
11
Tregent Park Restroom Interior Men's Toilet height is 20”604.4 High Adjust or replace toilet so height is 17 19”.
12
Tregent Park Restroom Interior Women's Toilet height is 20”605.4 High Adjust or replace toilet so height is 17 19”.
13
Tregent Park Restroom Interior Men's and Women's Clearance between grab bar and toilet paper dispenser
was measured at 11 on the women’s side and 9 on
the Men’s side
609.4 N/A If built before 3/15/2012,nothing needs to be done
14
Tregent Park Restroom Interior Women's Women’s access stall does not have a rear grab bar 604.5 High Add a rear grab bar that is 36”long at the compliant height
and position
15
Tregent Park Restroom Interior Women's Women’s access stall flush control required 8Lbs to
operate
605.4 Medium Adjust or replace flush control so less than 5Lbs of force is
required to operate
16
Tregent Park Restroom Interior Men's and Women's Toilet Paper dispenser is mounted to close to toilet 604.7 N/A If built before 3/15/2012,nothing needs to be done
17
Tregent Park Restroom Interior Women's Access stall doors opening in are blocked from opening the
full 90°
604.8.1.2 High Reconfigure access stall doors to open out
18
Tregent Park Restroom Interior Men's Access stall doors opening in are blocked from opening the
full 90°
604.8.1.3 High Reconfigure access stall doors to open out
19
Tregent Park Restroom Interior Women's Not enough clear depth for a latch approach to the access
stall doors
604.8.1.2 High Reconfigure access stall doors to open out.
20
Tregent Park Restroom Interior Men's Not enough clear depth for a latch approach to the access
stall doors
604.8.1.3 High Reconfigure access stall doors to open out.
21
Tregent Park Restroom Interior Men's Men’s access stall door is not self closing 604.8.1.2 Medium Install self closing hinges on Men’s access stall door
22
Tregent Park Restroom Interior Men's There are no door pulls on the access stall doors 604.8.1.2 High Install ADA compliant pulls on both sides on the access
stall doors
23
Tregent Park Restroom Interior Women's There are no door pulls on the access stall doors 604.8.1.2 High Install ADA compliant pulls on both sides on the access
stall doors
Building Area/Location Zone/Section Non compliant Element Compliance Section Severity Corrective Measure Photo Estimated Cost Timeframe
1
Riverside Restroom Exterior Signage No signage with directions to accessible restrooms 216.8 High Install signage with directions to accessible restrooms
2
Riverside Restroom Entry Exterior Women's Area on outside of entrance door to women’s toilet room
is too steep,measured at 2.6%slope
404.2.4 High Regrade area so slope is 2%
3
Riverside Restroom Entry Exterior Women's Threshold to women’s restroom is too tall where 1
angle up to a vertical threshold with the top beveled
404.2.5;303.2 High Regrade area so threshold is a maximum of vertical
height and top are beveled OR vertical height with
top beveled
4
Riverside Restroom Entry Interior Men's Pull handles on inside of doors are mounted too high at 47
53”
404.2.7 Medium Re mount pull handles so the height is 34 48”
5
Riverside Restroom Entry Interior Women's Pull handles on inside of doors are mounted too high at 47
53”
404.2.8 Medium Re mount pull handles so the height is 34 48”
6
Riverside Restroom Entry Doors Men's Restroom doors require more than the maximum force
allowed to open,measured at 12Lbs.for Men’s
404.2.9 High Add automatic door openers
7
Riverside Restroom Entry Doors Women's Restroom doors require more than the maximum force
allowed to open,measured at 12Lbs.for Women’s
404.2.9 High Add automatic door openers
8
Riverside Restroom Entry Doors Women's Women’s entrance door closes too quickly from a 90°to
12°position
404.2.8 High Add an automatic door opener
2020 Town of Estes Park ADA Audit Summary Report
Created by:Kasey McMorton
Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
9
Riverside Restroom Interior Women's The mirrors on the women’s side are mounted too high at
43
603.3 Low Mirrors should be remounted to a proper height of 40”
maximum for the bottom edge of the reflecting surface
10
Riverside Restroom Interior Men's The coat hooks are mounted too high,measured at 62”in
the women’s and 61”in the men’s
603.4 Medium Re mount coat hooks at a height of 15 48”
11
Riverside Restroom Interior Women's The coat hooks are mounted too high,measured at 62”in
the women’s and 61”in the men’s
603.4 Medium Re mount coat hooks at a height of 15 48”
12
Riverside Restroom Interior Men's The clearance height for the counter in the Men’s side is
too low at 26
306.3.3 High Adjust counter so that clearance height is a minimum of
27”
13
Riverside Restroom Interior Men's There is no pipe insulation under the counters in restroom 306.3.3 High Add pipe insulation
14
Riverside Restroom Interior Women's There is no pipe insulation under the counters in restroom 306.3.3 High Add pipe insulation
15
Riverside Restroom Interior Men's Toilets are too far from side wall measured at 19 in the
men’s
604.2 High Move toilets so that centerline is 16 18”from side walls
16
Riverside Restroom Interior Men's Toilets are too far from side wall measured at 21”in the
women’s
605.2 High Move toilets so that centerline is 16 18”from side walls
17
Riverside Restroom Interior Men's The access stalls in both restrooms are not wide enough,
measuring at 42”in the men’s
604.3.1 High Reconfigure partition walls so that access stalls are a
minimum of 60”wide
18
Riverside Restroom Interior Women's The access stalls in both restrooms are not wide enough,
measuring at 41 in the women’s
604.3.1 High Reconfigure partition walls so that access stalls are a
minimum of 60”wide
19
Riverside Restroom Interior Women's Grab bars installed in the access stall on the women’s side
are mounted too low at 27”and do not extend far enough
from the rear wall at 53”
604.5.1;609.4 High Re mount grab bar where the top gripping surface is 33
36”from the floor and extends 54”from rear wall
20
Riverside Restroom Interior Men's Grab bars installed in the access stall on the men’s side are
mounted too low at26 and do not extend far enough
from the rear wall at 51”
604.5.1;609.5 High Re mount grab bar where the top gripping surface is 33
36”from the floor and extends 54”from rear wall
21
Riverside Restroom Interior Men's Toilet paper dispenser is mounted too close to the grab
bar in the access stall on the Men’s side
609.3 Medium If built before 3/15/2012,do not need to adress
22
Riverside Restroom Interior Men's There is no rear grab bar in the access stall of restroom 604.5 High Install a rear grab bar that is 36”long,and extends 12”
from centerline of toilet to side wall and 24”to open side,
and is 33 36”from the floor in both access stalls
23
Riverside Restroom Interior Women's There is no rear grab bar in the access stall of restroom 604.5 High Install a rear grab bar that is 36”long,and extends 12”
from centerline of toilet to side wall and 24”to open side,
and is 33 36”from the floor in both access stalls
24
Riverside Restroom Interior Men's Flush controls require more than the maximum force limit
to operate,measuring at 13Lbs in the Men’s
605.4 High Adjust or replace flush control where maximum force
needed to operate is 5Lbs
25
Riverside Restroom Interior Women's Flush controls require more than the maximum force limit
to operate,measuring at 14Lbs in the Women’s
605.4 High Adjust or replace flush control where maximum force
needed to operate is 5Lbs
26
Riverside Restroom Interior Men's Flush controls mounted in wall behind toilet in the middle 604.6 High Re locate flush controls to the open side of the toilet or
replace with autoflush
27
Riverside Restroom Interior Women's Flush controls mounted in wall behind toilet in the middle 604.6 High Re locate flush controls to the open side of the toilet or
replace with autoflush
28
Riverside Restroom Interior Men's Toilet paper dispenser is mounted to close to the toilet 604.7 N/A If built before 3/15/2012,do not need to adress
29
Riverside Restroom Interior Women's Toilet paper dispenser is mounted to close to the toilet 604.7 N/A If built before 3/15/2012,do not need to adress
30
Riverside Restroom Interior Men's There is no accessible approach to the access stalls 604.8.1.2 High Reconfigure partition so that there is 18”of maneuvering
space on the latch side and 60”of clear depth
31
Riverside Restroom Interior Women's There is no accessible approach to the access stalls 604.8.1.2 High Reconfigure partition so that there is 18”of maneuvering
space on the latch side and 60”of clear depth
32
Riverside Restroom Interior Men's The access stall doors are not self closing 604.8.1.2 Medium Install self closing hinges on the access stall doors
33
Riverside Restroom Interior Women's The access stall doors are not self closing 604.8.1.2 Medium Install self closing hinges on the access stall doors
34
Riverside Restroom Interior Women's The women’s access stall door does not have any handles
while the access stall door
604.8.1.2 High Mount ADA compliant handles on both sides of the access
stall doors
35
Riverside Restroom Interior Men's The Men’s access stall door has a handle on the inside only 604.8.1.2 High Mount ADA compliant handles on both sides of the access
stall doors
Building Area/Location Zone/Section Non compliant Element Compliance Section Severity Corrective Measure Photo Estimated Cost Timeframe
1
Performance Park Amphitheatre and Restroom Parking Lot Access Spaces No Van Accessible Space 208.2.4 High Create a van access space in parking lot.Van access space
should be a total of 16’wide with access space and aisle
2
Performance Park Amphitheatre and Restroom Parking Lot Access Spaces Access Space in East Lot is Missing Access Aisle 502.3 Medium Reduce space width 11’6”currently)to 8’and reconfigure
lines to create a 5’access aisle
3
Performance Park Amphitheatre and Restroom Parking Lot Access Space Pair by Restrooms Slope of access space by restrooms was measured at 4.2%
exceeding the 2%limit
502.4 High Regrade parking area with slope of 2%in all directions
4
Performance Park Amphitheatre and Restroom Parking Lot Single Access Space on East side of
Parking Lot
Slope of access space near south east corner of main lot
was measured at 3%exceeding the 2%limit
502.4 Medium Regrade parking area with slope of 2%in all directions
5
Performance Park Amphitheatre and Restroom Parking Lot Access Spaces Access aisles DO NOT adjoin an accessible route 502.3 High Create an accessible route or relocate access spaces so
access space aisles adjoin an accessible route
6
Performance Park Amphitheatre and Restroom Accessible Route Accessible Route Flagstone Area There are tree grates along the accessible route that have
a opening width greater than measured close to 1”,
and may be parallel to travel depending on direction of
travel
302.3 High Replace tree grate with one that has openings less than
7
Performance Park Amphitheatre and Restroom Accessible Route Accessible Route Flagstone Area Cross slope of stone walkway was measured at 1%near
the top of the incline to 4%at the bottom of the incline.
Limit for cross slope is 2%
403.3 Medium Stone walkway should be regraded so that the max cross
slope is 2%and the slope of the run does not exceed the
5%it is at now,which is the running slope limit
8
Performance Park Amphitheatre and Restroom Curb Ramps Main parking lot one next to
restrooms
Curb ramp by restrooms is too steep,running slope
measured at 10.8%
406.1;405.2 High Regrade curb ramp to below the 8.3%limit
2020 Town of Estes Park ADA Audit Summary Report Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
9
Performance Park Amphitheatre and Restroom Curb Ramps Main parking lot one next to
restrooms
Landing area for curb ramp by restrooms is not level 406.4 High Regrade landing area so that there is 36”of level landing
area 2%slope in all directions)
10
Performance Park Amphitheatre and Restroom Curb Ramps Main parking lot one next to
restrooms
Curb ramp flares by restrooms are too steep 406.3 Medium Regrade curb ramp flares to a slope of 8%
11
Performance Park Amphitheatre and Restroom Curb Ramps Ramp by East Lot Landing area for curb ramp in east lot is not level 406.4 High Regrade landing area so that there is 36”of level landing
area 2%slope in all directions).
12
Performance Park Amphitheatre and Restroom Curb Ramps Ramp by East Lot Curb ramp flares in east lot are too steep 406.3 Medium Regrade curb ramp flares to a slope of 8%.
13
Performance Park Amphitheatre Accessible Route Amphitheatre Stage Drainage grates on stage run parallel with travel and have
gaps that are to 1”
302.3 High Replace grates with ones that have an opening of and
run don’t run parallel with travel
14
Performance Park Amphitheatre Doors Dressing Rooms Doors close too quickly from a 90°to 12°position 404.2.8 Medium Adjust door closers so that doors close from a 90°to 12°
position in atleast 5 seconds
15
Performance Park Restroom Signage Men's Restroom sign missing raised letters and Braille 703.2;703.3 High Replace restroom signs with ADA compliant ones
16
Performance Park Restroom Signage Women's Restroom sign missing raised letters and Braille 703.2;703.4 High Replace restroom signs with ADA compliant ones
17
Performance Park Restroom Signage Men's Restroom signs mounted in wrong position 703.4.1 Medium Mount restroom signs with highest lettering baseline at
60”and lowest letter at 48”
18
Performance Park Restroom Signage Women's Restroom signs mounted in wrong position 703.4.2 Medium Mount restroom signs with highest lettering baseline at
60”and lowest letter at 48”
19
Performance Park Restroom Entry Men's There is not enough depth for an approach on the pull side
of the door
404.2.4 High Add an automatic door opener
20
Performance Park Restroom Entry Women's There is not enough depth for an approach on the pull side
of the door
404.2.5 High Add an automatic door opener
21
Performance Park Restroom Entry Door Men's Maximum force limit exceeded to open doors 404.2.9 High Add an automatic door opener
22
Performance Park Restroom Entry Door Women's Maximum force limit exceeded to open doors 404.2.10 High Add an automatic door opener
23
Performance Park Restroom Entry Door Men's Doors close too quickly from a 90°to 12°position 404.2.8 High Adjust door closer or add an automatic door opener
24
Performance Park Restroom Entry Door Women's Doors close too quickly from a 90°to 12°position 404.2.9 High Adjust door closer or add an automatic door opener
25
Performance Park Restroom Access Stall Men's Coat hooks in access stalls are too high 603.4 Medium Move hook to height within compliance,15 48”from floor
26
Performance Park Restroom Access Stall Women's Coat hooks in access stalls are too high 604.4 Medium Move hook to height within compliance,15 48”from floor
27
Performance Park Restroom Lavatory Men's Faucets require too much force to operate 606.4 High Adjust faucet if possible,otherwise replace with automatic
type that is compliant
28
Performance Park Restroom Lavatory Women's Faucets require too much force to operate 607.4 High Adjust faucet if possible,otherwise replace with automatic
type that is compliant
29
Performance Park Restroom Access Stall Men's Grab bar in access stall on Men’s side is mounted too high 609.4 High Relocate grab bar so that it is in compliance,top of
gripping surface between 33 36”
30
Performance Park Restroom Access Stall Men's Flush control in access stall exceeds maximum force limit 605.4 Medium Adjust or change flush control to automatic
31
Performance Park Restroom Access Stall Women's Flush control in access stall exceeds maximum force limit 605.4 Medium Adjust or change flush control to automatic
32
Performance Park Restroom Access Stall Men's and Women's Toilet paper dispensers are mounted in the wrong position 604.7 N/A If built before 3/15/2012 no need to address
33
Performance Park Restroom Access Stall Women's Wall mounted items in Women’s access stall reduce the
clear depth for a front approach to under the minimum
limit
604.8.1.2 Medium Relocate obstructions from back wall to side wall.
34
Performance Park Restroom Access Stall Men's Access stall door is not self closing 604.8.1.2 Medium Add self closing hinges to access stall doors
35
Performance Park Restroom Access Stall Women's Access stall door is not self closing 604.8.1.3 Medium Add self closing hinges to access stall doors
36
Performance Park Restroom Access Stall Men's Non ADA pull handles are on inside/pull side of access stall
doors only
604.8.1.2 High ADA compliant handles should be installed on both sides
of the access stall door at the proper height
37
Performance Park Restroom Access Stall Women's Non ADA pull handles are on inside/pull side of access stall
doors only
604.8.1.2 High ADA compliant handles should be installed on both sides
of the access stall door at the proper height
Building Area/Location Zone/Section Non compliant Element Compliance Section Severity Corrective Measure Photo Estimated Cost Timeframe
1
Hydroplant Area Museum Office By Restrooms There is an inadequate amount of floor space beyond the
arc of the door swing for signage.
703.4.2 High Move signage to area that is not in door swing,or change
door swing to swing into restroom and put sign on outside
of door
2
Hydroplant Area Museum Office By Restrooms There is not enough maneuvering clearance for a front
approach due to the heater located 7 from the latch
pull side of the door
404.2.4 High Either relocate heater or add an automatic opener
3
Hydroplant Area Museum Office Accessible Restroom Doors close too quickly from a 90°to 12°position 404.2.8 High Adjust hinge closers or add an adjustable closer so that
door closes in no less than 5 seconds
4
Hydroplant Area Museum Office Accessible Restroom There is an inadequate amount of clear floor space for a
forward approach to the lavatory due to the baseboard
heater installed on the outside wall that limits the depth to
46
606.2 Medium Either alter lavatory or relocate baseboard heater
5
Hydroplant Area Museum Office Accessible Restroom There is an inadequate amount of clearance around that
water closet due to the lavatory being located 39 from
the wall with the water closet in between
604.3.1 High Lavatory should be relocated so that there is at least 60”
from the side wall
6
Hydroplant Area Museum Office Accessible Restroom The grab bar on the side wall extends 47 from rear wall
instead of 54”
604.5.1 Medium Relocate grab bar where it is no more than 12”from rear
wall and extends at least 54
7
Hydroplant Area Museum Office Accessible Restroom The top of the gripping surface for the side wall grab bar is
too high at 36
609.4 Medium Relocate grab bar with the top gripping surface no greater
than 36”from the floor
8
Hydroplant Area Museum Office Accessible Restroom The grab bar on the rear wall extends only 20”from the
centerline to the open side of the water closet
604.5.2 Medium Relocate grab bar where it extends 24”from the centerline
of the water closet to the open side
2020 Town of Estes Park ADA Audit Summary Report Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
9
Hydroplant Area Museum Office Accessible Restroom The top of the gripping surface for the rear wall grab bar is
too high at 36 3/8"
609.4 Medium Relocate grab bar with the top gripping surface no greater
than 36”from the floor
Building Area/Location Zone/Section Non compliant Element Compliance Section
Non Compliance
Severity Corrective Measure
Photo Estimated Cost Timeframe
1
Town Hall Bond Park Parking Lot Access Parking Space North The cross slope of the access space is 2.2°and the front to
back slope is 1.7°which are both greater than the
maxiumum slope of 1.2°in any direction.
502.4 Medium Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
2
Town Hall Bond Park Parking Lot Access Parking Space Access Aisle The cross slope of the access space is 2.1°and the front to
back slope is 2.4°which are both greater than the
maxiumum slope of 1.2°in any direction.
503.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
3
Town Hall Bond Park Parking Lot Access Parking Space South The cross slope of the access space is 1.7°which is greater
than the maxiumum slope of 1.2°in any direction.
504.4 Low Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
4
Town Hall Bond Park Parking Lot Access Parking Space South There is no Van Accessible"sign for this van accessible
parking space.The space is van accessible due to the
access aisle having an 8'8"width and the parking space
having a similar width.
502.6 Low Install a Vasn Accessible"sign on the access space sign
post where the sign is a minimum of 60"above the
ground.
5
Town Hall Accessible Route Public Restroom Entry The first section of sidewalk to the public restroom
entrance had a cross slope of 1.5°while the maxium cross
slope is 1.2°.
403.3 Low Regrade walking surface so that the cross slope is no
greater than 1.2°.
6
Town Hall Accessible Route Board Room Lobby Ramp The board room lobby ramp is aproximated to be 15"in
rise and there are no handrails.
405.8 Medium Add handrails to both side of the ramp where the gripping
surface is 34 38"in height,the gripping surface is
continuous,the diameter of the handrail is adequate,
extend 12"beyond the ends of the ramp,and have atleast
36"between the handrails.
7
Town Hall Accessible Entries Board Room Lobby Interior Doors The non ADA door closes from a 90°position to a 12°in 3.5
seconds.The left door is operated by a ADA compliant
push button.
404.2.8 Low Adjust closer so that door closes from a 90°position to a
12°position in no less than 5 seconds.
8
Town Hall Accessible Entries Public Restroom Entry Doors The non ADA door closes from a 90°position to a 12°in 2.5
seconds.The left door is operated by a ADA compliant
push button.
404.2.9 Low Adjust closer so that door closes from a 90°position to a
12°position in no less than 5 seconds.
2020 Town of Estes Park ADA Audit Summary Report Severity analysis rating:
1.High A condition which significantly impedes or prohibits the ability of the public to access TOEP programs and services.
2.Moderate A condion which affects the ability of the public to access TOEP programs and services in a minor way or a condion which only affects TOEP staff.
Created by:Kasey McMorton 3.Low A condion which has no effect on the ability of the public to access TOEP programs and services or a condion in which there is only a minor deviaon from the requirements of the code.
9
Town Hall Accessible Entries Public Restroom Entry There is a commercial mat at the public restroom entry
that does not have the edges secured to the ground.The
edges are weighted with rubber to make for an easier
transition onto them and is 1/4"thick.
302.2 Low Secure edges of rug to floor.
10
Town Hall Rear Parking Lot Access Spaces The van accessible space in the rear is 10'10"wide with an
access aisle that is 6'4"wide for a total width of 17'2".This
is more than the required 16'total width but does not fit
with the configuration options allowed.
502.2 Low Restripe parking space so that the space is 11'wide with a
5'wide access aisle or 8'wide parking space with an 8'
wide access aisle.
11
Town Hall Rear Parking Lot Access Spaces West Access Aisle The aisle is not striped to discourage people from parking
in it.
502.3.3 Medium Stripe the access space to discourage people from parking
in it.
12
Town Hall Rear Parking Lot Access Spaces Western most The cross slope of the parking space is 1.4 2.1°and the
slope front to back is 1.9 2.6°which are greater than the
1.2°maxium in any direction.
502.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
13
Town Hall Rear Parking Lot Access Spaces West Access Aisle The cross slope of the parking space is 0.8 1.7°and the
slope front to back is 1.3 2.7°which are greater than the
1.2°maxium in any direction.
503.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
14
Town Hall Rear Parking Lot Access Spaces Van Accessible Space The cross slope of the parking space is 0.7 1.5°and the
slope front to back is 0.5 2.7°which are greater than the
1.2°maxium in any direction.
504.4 Medium Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
15
Town Hall Rear Parking Lot Access Spaces Middle East Space The cross slope of the parking space is 0.2 2.6°and the
slope front to back is 0.6 5.7°which are greater than the
1.2°maxium in any direction.
505.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
16
Town Hall Rear Parking Lot Access Spaces East Access Aisle The cross slope of the parking space is 0.7 1.7°and the
slope front to back is 0.8 3.8°which are greater than the
1.2°maxium in any direction.
506.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
17
Town Hall Rear Parking Lot Access Spaces Eastern most The slope front to back is 0.7 4.1°which is greater than
the 1.2°maxium in any direction.
507.4 High Regrade parking surface so that the slope is no greater
than 1.2°in any direction.
18
Town Hall Rear Parking Lot Access Spaces East Access Aisle Does not connect to the accessible route and requires
going over the curb or going through the parking lot to get
to the accessible route.
502.3 High Add a curb cut to the front of the accessible aisle so that it
is connected to the accessible route.
19
Town Hall Rear Parking Lot Curb Ramps Corner of Town Hall by
PD
The running slope of the curb ramp is 4.6 5.0°which is
greater than the maxium of 4.8°.
406.1;405.2 Medium Regrade curb ramp so that the maxium running slope is
4.8°
20
Town Hall South side of Town Hall Bus Pullout Curb Ramps West end of bus
pullout
The very bottom of the curb ramp has a running slope of
5.4 6.5°while the rest is 3.1 4.6°and the maximum
running slope is 4.8°.
406.1;405.3 Low Regrade curb ramp so that the maxium running slope is
4.8°
21
Town Hall PD Parking Lot Curb ramp by PD parking lot entry The cross slope of the curb ramp is 1.3 1.9°while the
maximum is 1.2°.
406.1;405.4 Medium Regrade curb ramp so that the maxium slope in any
direction is 1.2°
22
Town Hall Rear Parking Lot Curb ramp by Access Spaces The cross slope of the curb ramp is 1.4 1.7°while the
maximum is 1.2°.
406.1;405.5 Medium Regrade curb ramp so that the maxium slope in any
direction is 1.2°
23
Town Hall Bond Park Parking Lot/MacGregor
Ave
Curb ramp for crosswalk that
crosses Macgregor by PD parking lot
entrance
The landing area at the top of the curb ramp has a running
slope of 3.9 4.5°and the cross slope is 1.0 1.6°.The
maximum slope in any direction is 1.2°.
406.4 High Curb ramp will need to be reconfigured so that the
maximum slope of the landing area is 1.2°.
24
Town Hall Bond Park Parking Lot/MacGregor
Ave
Curb ramp for crosswalk that
crosses Macgregor by PD parking lot
entrance
The left curb ramp flair slope is 7.8°and is over the
maximum of 5.67°.
406.4 High Curb ramp will need to be reconfigured so that the
maximum slope of the curb ramp flairs are 5.67°.
25
Town Hall Rear Parking Lot Curb Ramps Corner of Town Hall by
PD
There is no landing for the curb ramp. 406.4 High Reconfigure curb ramp so that there is a landing with slope
no greater than 1.2°in any directin and is atleast 36"long
and as wide as the ramp.
26
Town Hall Rear Parking Lot Curb ramp by Access Spaces The landing area of the curb ramp has a cross slope of 0.9
2.3°which is greater than the maximum of 1.2°.
406.4 Medium Regrade landing area so that the slope is any direction in
no greater than 1.2°.
27
Town Hall PD Parking Lot Curb ramp by PD parking lot entry The right curb ramp flare has a slope of 7.5°which is over
the maximum of 5.67°.
406.3 Low Regrade curb ramp flare where the slope is no greater
than 5.67°.
28
Town Hall Rear Parking Lot Curb Ramps Corner of Town Hall by
PD
The left curb ramp flare has a slope of 5.9°which is over
the maximum of 5.67°.The issue is of greater concern due
to the curb ramp no having a level landing area.
406.3 High Regrade curb ramp flare where the slope is no greater
than 5.67°.
29
Town Hall Rear Parking Lot Curb ramp by Access Spaces The curb ramp right flare has a slope of 7.7°which is over
the maximum of 5.67°.
406.3 Medium Regrade curb ramp flare where the slope is no greater
than 5.67°.
30
Town Hall PD Rear Sidewalk Ramp By PD back door and board
room back door
PD ramp has a faux column and half stone wall that
narrows that top ramp landing to 62"from the ramp width
of 66"
405.7.2;405.7.3 Low Reconfigure the ramp and/or landing areas so that they
are atleast 60"long and as wide as the ramp.
31
Town Hall Town Hall South Sidewalk Ramp south sidewalk to under
south deck
South side ramp is 89 1/2"wide and narrows to 41"at the
bottom due to flares.The top narrows to 59 1/2"due to
the column.Niether are as wide as the ramp
405.7.2;405.7.4 Medium Reconfigure the ramp and/or landing areas so that they
are atleast 60"long and as wide as the ramp.
32
Town Hall Town Hall South Sidewalk Ramp south sidewalk to under
south deck
The rise of the south side ramp was approximated at 12"
and there is no handrail.
405.8 Medium Add handrails to both side of the ramp where the gripping
surface is 34 38"in height,the gripping surface is
continuous,the diameter of the handrail is adequate,
extend 12"beyond the ends of the ramp,and have atleast
36"between the handrails.
33
Town Hall Accessible Entries Signage There is no signage directing people to the ADA accessible
entries.
216.6 Medium Add signs to the west admin lobby entrance directing
people to the other ADA accessible entries.Add signs to
accessible entries as well in compliance with 216.6.
34
Town Hall Accessible Entries Admin Lobby East Door The front approach to the pull side of the door is only 14"
wide on the exterior due to the shoe brush bolted to
sidewalk.The door does have an ADA push button to
operate the door.
404.2.4 Medium Move shoes brush so there is 18"of front approach width
beyond the arc of the door.
35
Town Hall Accessible Entries PW Entry Door The exterior door closes in 3.5 seconds and the interior
door closes in 4.5 seconds which are both under the
minimum of 5 seconds.
404.2.8 High Adjust closer so that door closes from a 90°position to a
12°position in no less than 5 seconds.
36
Town Hall Accessible Entries Admin lobby West,Admin lobby
East,and PW Entry
Entrances have rugs that are not secured to the goround. 302.2 Low Rugs have rubber edge to hold them down but are
required to be securly attached to the floor
37
Town Hall Accessible Route Twin Owls Hallway The FE cabinet protrudes 5"into hallway with a bottom
leading edge at 34"above the ground.
307.2 Medium Replace cabinet with one the protrudes no more than 4"
from the wall.
38
Town Hall Accessible Route PD Lobby The top of the PD phone in the PD lobby protrudes 5"from
the wall and is 38"from the ground.
307.2 Low Phone is located in a wide hallway and is not as much of an
issue as it would be in a different hallway.The phone
should be replaced with one that protrudes no more than
4"from the wall or the phone lowered so that the leading
edge is 27"maximum from the ground.
39
Town Hall Ramps Board Room The ramp in the board room does not have enough landing
space at the top,46",and is short of the required 60".
405.7.2 Medium When walls are up for Sundance and Twin Owls meeting
rooms,the ramp is not ADA compliant.When the walls
are put away,there is 60+"of space and ramp is compliant.
40
Town Hall Ramps Board room lobby to public
restrooms ramp/hallway
The bottom landing area for the ramp is not ADA
compliant due to the wall bumpout causing the landing
area to be 41 1/2"due to the 4 3/4"wall bumpout.
405.7.3` High Due to the bumpout being an exterior wall,
reconfiguration is not possible or would be very expensive.
Best solution is to add a push botton to allow the door to
be opened at the top of the ramp and to stay open for 1
minute minimum.
41
Town Hall Ramps Public Restroom Area The bottom landing area for the ramp is not ADA
compliant.The landing space is 46"in length and is less
than the 60"minimum.
405.7.3 High Reconfiguration is not possible or would be very
expensive.Best solution is to add a push botton to allow
the door to be opened at the top of the ramp and to stay
open for 1 minute minimum.This would increase the
landing space of the ramp when the door is open.
42
Town Hall Ramps Board Room The ramp in the board room as a rise greated than 6"and
there is NO handrail.
405.8 High The ramp is the only accessible route to the lower portion
of the board room and the location of the ADA seating
spaces.Due to this,the ramp is NOT exepmt from the
handrail requirement and need a handrail installed.
43
Town Hall Ramps Board room lobby to public
restrooms ramp/hallway
The handrail extends 4"beyond the ramp at the top which
is less than the 12"minimum.
405.8 Medium The handrail should be reconfigured so that it extends 12"
beyond the end of the ramp and return to the wall.
44
Town Hall Ramps Public Restroom Area The north handrail is 3 3/4"short of the top of the ramp
and extend 6"beyond the bottom of the ramp.The south
handrail is 3 1/4"short of the top of the ramp and extend
4.5"beyond the bottom of the ramp.All of these
measurements are less than the 12"minimum
requirement.
405.8 High Reconfigure handrails so that extend 12"beyond the
bottom of the ramp.The top of the ramp is tricky with the
public restroom entrances and door swings adjecent to the
top.May need to bring the handrail as close to the ramp
end as possible.
45
Town Hall Signs Utility Pay Box Characters are not raised and there is no braille. 703.2;703.3 Low Replace with ADA compliant sign.
46
Town Hall Signs Finance Hall Door Characters are not raised and there is no braille. 703.2;703.4 Low Replace with ADA compliant sign.
47
Town Hall Signs Board Room and room name signs
over entry doors
Characters are not raised,there is no braille,sign is
mounted over the door with no other signage.
703.3;703.4;703.4.2 High Add signs on walls by doors that are ADA compliant with
raised charecters and braille.
48
Town Hall Signs Restroom Ramp Characters are not raised,there is no braille,sign is
mounted over the door with no other signage.
703.3;703.4;703.4.3 High Add signs on wall by door that are ADA compliant with
raised charecters and braille.
49
Town Hall Signs Exit Signs throughout facility Characters are not raised,there is no braille,sign is
mounted from ceiling except for the board room lobby,
mounted on wall.
703.3;703.4;703.4.4 High Add ADA compliant exit signs at all exits.
50
Town Hall Signs PD Lobby PD sign is mounted with charecters 58 76 3/4"in height
which is outside of the 48 60"range.
703.4.1 Medium Mount sign so that the lowest character baseline is 48"and
highest is 60".
51
Town Hall Interior Doors Twin Owls Door There is only 13 3/4"of manuevering space beyond latch
which is less than the 18"required.
404.2.4 High Add automatic opening push button to door.
52
Town Hall Interior Doors Board room lobby to public
restrooms ramp/hallway Door
There is only 15 1/2"of manuevering space beyond latch
which is less than the 18"required.
404.2.4 High Add automatic opening push button to door.
53
Town Hall Interior Doors Pubblic RR Door to Utility Billing There is only 17 1/2"of manuevering space beyond latch
and 46"deep which is less than the 18"x 60"required.
404.2.4 High Add automatic opening push button to door.
54
Town Hall Interior Doors Board Room Door Door requires 6 pounds of force to operate which is more
than the 5 pound maximum.
404.2.9 Low Adjust closer or add an automatic opener with push
button.
55
Town Hall Interior Doors Twin Owls Door Door requires 6 pounds of force to operate which is more
than the 5 pound maximum.
404.2.9 Low Adjust closer or add an automatic opener with push
button.
56
Town Hall Interior Doors Public RR Door from board room
lobby
Door requires 10 pounds of force to operate which is more
than the 5 pound maximum.
404.2.9 High Adjust closer or add an automatic opener with push
button.
57
Town Hall Interior Doors Public RR door to utility billing Door requires 10 pounds of force to operate which is more
than the 5 pound maximum.
404.2.9 High Adjust closer or add an automatic opener with push
button.
58
Town Hall Interior Doors Finance hallway secured door Door requires 7 pounds of force to operate which is more
than the 5 pound maximum.
404.2.9 Low Adjust closer or add an automatic opener with push
button.
59
Town Hall Interior Doors Board Room Door The door closes too quickly from a 90°to 12°position,
measured at 3 seconds which is under the 5 second limit
404.2.8.1 High Adjust closer or add an automatic opener with push
button.
60
Town Hall Interior Doors Sundance Door The door closes too quickly from a 90°to 12°position,
measured at 4.5 seconds which is under the 5 second limit
404.2.8.1 Medium Adjust closer or add an automatic opener with push
button.
61
Town Hall Interior Doors Twin Owls Door The door closes too quickly from a 90°to 12°position,
measured at 4.5 seconds which is under the 5 second limit
404.2.8.2 Medium Adjust closer or add an automatic opener with push
button.
62
Town Hall Interior Doors Public RR Door from board room
lobby
The door closes too quickly from a 90°to 12°position,
measured at 4.25 seconds which is under the 5 second
limit
404.2.8.3 Medium Adjust closer or add an automatic opener with push
button.
63
Town Hall Interior Doors Public RR door to utility billing The door closes too quickly from a 90°to 12°position,
measured at 4 seconds which is under the 5 second limit
404.2.8.4 High Adjust closer or add an automatic opener with push
button.
64
Town Hall Controls T stat in board room The t stat is located at 61"from the ground which is over
the 48"maximum.
309.3;308 Medium Change the height of the control to a maximum height of
48".
65
Town Hall Controls T stat in board room lobby The t stat is located at 61"from the ground which is over
the 48"maximum.
309.3;308 Medium Change the height of the control to a maximum height of
48".
66
Town Hall Controls T stat in Sundance The t stat is located at 61"from the ground which is over
the 48"maximum.
309.3;308 Medium Change the height of the control to a maximum height of
48".
67
Town Hall Controls T stat in Twin Owls The t stat is located at 61"from the ground which is over
the 48"maximum.
309.3;308 Medium Change the height of the control to a maximum height of
48".
68
Town Hall Controls T stat in board room lobby T stat is located over counter and does not have the
required 48"x 30"clear space.
305.3 High Move t stat so that there is adequate clear floor space.
69
Town Hall Controls Board Room lobby,Sundance,and
Twin Owl T stats
The t stats have locked covers on the which require
grasping a key to unlock to operate t stat.
309.4 High Replace t stat with one that can be programmed and
settings locked out.
70
Town Hall Board Room Assembly Seating Wheelchair spaces are located at the very front or back ofr
the seating area and not dispersed.
221.2.3 Medium Reconfigure to disperse wheelchair spaces
71
Town Hall Board Room Assembly Seating Wheelchair spaces that are located at the very front are
not of adequate size.The spaces on the east side by the
stairs are only 30"deep before blocking the stairs.
802.1.3 High Reconfigure seating area to allow adequate space for
wheelchair seating.
72
Town Hall Board Room lobby computer Accessible Seating The computer workstation is not accessible for a person in
a wheelchair.The surface top is 26 1/4"when the
required height is 28 34".The clear floor space is 6 1/8"D x
42"W and 11 5/8"D x 27"which is less than the required 17
25".The knee space is 25 1/8"in height which is less than
the 27"minimum.
305.3;306.2;306.3 High Replace computer table with an ADA compliant one.
73
Town Hall Board room lobby counter Accessible seating The counter in the board room lobby is not accessible for a
person in a wheel chair.The clear floor space is only 6 3/4
11 3/4"D which is less than the 17 25"required.
306.2 Medium Reconfigure counter so the clear floor space extends 17
25".
74
Town Hall Board Room Lobby Bistro Tables Accessible Seating The bistro tables in the board romm lobby are not
accessible for a person in a wheelchair.The clear floor
space is 14 1/8"D and the table is 29 3/4"W.This is less
than the require 17 25"D clear floor space and the table is
not as wide as the 30"W approach required.
305.3;306.2 High Replace bistro tables with ADA compliant ones.
75
Town Hall PD Front Counter Accessible Seating The PD counter is not accessible for a person in a
wheelchair.The clear floor space is 5 3/4"D which is less
than the 17 25"required.
306.2 High Reconfigure counter so that there is 17 25"clear floor
space.
76
Town Hall Utility Billing Accessible Seating Left window is not accessible to a person in a wheelchair.
The clear floor space is 1 1/2"D which is less than the 17
25"required.
306.2 High Reconfigure counter so that there is 17 25"clear floor
space.
77
Town Hall Utility Billing Accessible Seating Middle window is not accessible to a person in a
wheelchair.The clear floor space is 1 1/2"D which is less
than the 17 25"required.
306.2 High Reconfigure counter so that there is 17 25"clear floor
space.
78
Town Hall Utility Billing Accessible Seating Right window is not accessible to a person in a wheelchair.
The clear floor space is 1 1/2"D which is less than the 17
25"required.The knee space is 26 1/2"which is less than
the 27"minimum.
306.2;306.3 High Reconfigure counter so that there is 17 25"clear floor
space and knee space of 27"minimum.
79
Town Hall Board Room Accessible Seating The podium in the board room is not accessible to a
person in a wheel chair.The clear floor space is 9"due to
the floor plugs and cords underneath the podium and is
less than the 17 25"required.
306.2 High Adjust podium so there is clear floor space of 17 25".
80
Town Hall PD Window Service Counter The PD counter is too tall in height at 41 1/2"where the
max is 36".
904.4.1 High Change front counter so that the maxium height is 36"or
there is a section of the counter that is 36"max in height
and atleast 36"long.
81
Town Hall PD Window Service Counter The PD counter extend level across the entire surface,
however,there is a fixed glass panel 7 7/8"from the edge.
904.4 Low May not need any changes?
82
Town Hall Utility Billing Right Window Service Counter The counter is between 2 walls that are 25 1/2"deep and
the distance between the two is 49 1/2".
904.4.1 Medium Remove the right wall to allow for a parallel approach
while maintaining privacy from the middle window.
83
Town Hall Utility billing right window Service Counter The right window at utility billing is only 1 1/2"deep and
there is only 26 1/2"in height between floor and obttom
of counter.
306.2.2,306.2.3,
306.3.1
High Reconfigure counter so there is 27"minimum between the
bottom of the counter and the floor and clear floor space
that extends 17 25"under counter.
84
Town Hall PD Window Service Counter The PD counter has clear floor space of 5 3/4". 306.2.2,306.2.3 High Reconfigure the counter so that clear floor space extends
17 25"under counter with 27"minimum of height from
floor to counter bottom.
85
Town Hall Public Restrooms Men's entry door Door handle is 8 1/2"from left wall and door is set back
10"from left wall.
404.2.4 High Add automatic opening push button to door.
86
Town Hall Public Restrooms Men's entry door Door requires 15 lbs of force to open 404.2.9 High Add automatic opening push button to door.
87
Town Hall Public Restrooms Women's entry door Door requires 16 lbs of force to open 404.2.9 High Add automatic opening push button to door.
88
Town Hall Public Restrooms Men's entry door Door closes from a 90°position to a 12°position in 3.0
seconds.
404.2.8.1 High Adjust closer so that door closes from a 90°position to a
12°position in no less than 5 seconds.OR Add an
automatic opening push button to door.
89
Town Hall Public Restrooms Women's entry door Door closes from a 90°position to a 12°position in 3.25
seconds.
404.2.8.2 High Adjust closer so that door closes from a 90°position to a
12°position in no less than 5 seconds.OR Add an
automatic opening push button to door.
90
Town Hall Public Restrooms Men's Bottom of mirror edge is 41 7/8". 603.3 Medium Adjust mirror so bottom edge is 40"maxiumum.
91
Town Hall Public Restrooms Women's Bottom of mirror edge is 41 1/2". 603.3 Medium Adjust mirror so bottom edge is 40"maxiumum.
92
Town Hall Public Restrooms Men's and Women's there are metal brackets between the sink basins that are
unprotected
606.5 Medium add protection to brackets
93
Town Hall Public Restrooms Women's ADA Toilet centerline is 18 1/2"from wall. 604.2 Medium Adjust toilet/stall so that toilet centerline is 18"from wall.
95
Town Hall Public Restrooms Men's ADA toilet height measured at 19 1/2". 604.4 High
Adjust toilet so height is between 17 19".
96
Town Hall Public Restrooms Women's Flush control on Ada toilet is on closed side of toilet,auto
flush
604.6 Low Reconfigure so fluch control is on open side
97
Town Hall Public Restrooms Men's Flush control on Ada toilet is on closed side of toilet,auto
flush
605.6 Low Reconfigure so fluch control is on open side
98
Town Hall Public Restrooms Women's The first TP dispenser roll is not within the proper range
while the second roll is.
604.7 Low Can't do much due to the dispenser being a doulbe roll.
When one roll is in limit the other is not.
99
Town Hall Public Restrooms Men's Neither TP dispenser rool is within the proper limit. 604.7 High Adjust TP dispenser so that the second TP roll is within 7
9"of the front of the toilet.
100
Town Hall Public Restrooms Women's There are 18+"of manuevering space but will be in
doorway of adjacent stall.There is only 54 3/4"of depth.
604.8.2.1 High Adjust stall configuration or add automatic door
opener/closer.
101
Town Hall Public Restrooms Men's There is only 42 1/2"of depth to the urinal partition for
the ADA stall.
604.8.1.2 High Adjust stall configuration or add automatic door
opener/closer.
102
Town Hall Public Restrooms Women's Ada stall door does NOT self close and instead self open to
80 degrees.
604.8.1.2 Medium Adjust door so that it self closes
103
Town Hall Public Restrooms Men's ADA stall door is not self closing. 604.8.1.3 Medium Adjust door so that it self closes
104
Town Hall Public Restroom Lobby Water Fountain Left water fountain spout is 39"above floor 602.4 Low The ADA water fountain is compliant.
105
Town Hall Board Lobby Vestibule Town Phone The town phone on the bistro table does not hasve the
proper clear floor space due to all the clear floor space
being in the circulation path.
704.2.1 Medium Reconfigure vestibule so there is clear floor space 48 x 30"
minimum.
106
Town Hall Board Lobby Vestibule PD Phone The Pd phone has operable parts measured at 53". 704.2.2 High Adjust telephone so that the maximum height of operable
parts is 48"
107
Town Hall Board Lobby Vestibule PD Phone The PD phone does not have a volume control. 704.3 Medium Add volume control to phone.
108
Town Hall PD Lobby PD Lobby Phone The PD lobby phone does not have a volume control. 704.3 Medium Add volume control to phone.
109
Town Hall Board Lobby Vestibule Town Phone The town phone volume control is missing the proper
pictogram and only has a and
703.7.2.3 Low Add proper pictogram.
110
Town Hall Board Lobby Vestibule PD Phone The TTY is not identified with the international symbol. 703.7.2.2 Medium Add international symbol for TTY
111
Town Hall Board,PD,and Utility billing lobbies Signage There are no directional signage directing to the TTY in the
board lobby vestiuble.
216.9.2 Medium Add directional signage.
112
Town Hall PD lobby phone and Town Phone Signage Neither phone has directional signs to the TTY. 216.9.2 Medium Add directional signage to all public phones that don't have
a TTY.
123
Town Hall Parking Lot Rear Accessible Spaces There are 195 total parking spaces in the rear parking lot of
Town Hall.5 of them are accessibles spaces which is one
below the minimum.
208.2 Medium Add one additional access space to the rear parking lot.
124
Town Hall Parking Lot Rear Accessible Spaces Van The Van accessible space does not conform to the typical
van accesssible space dimension of 11'with 5'aisle or 8'
with 8'aisle.The space was measured as 10'10"with a
6'4"aisle.
502.2 low Restripe parking space to conform with the typical
dimensions.
125
Town Hall Parking Lot Rear Access Aisle The west access aisle is not striped to discourage drivers
from parking in it.It is a contrasting color cement)with
the asphalt parking surface.
502.3.3 low Add striping to the access aisle similar to the east access
aisle
126
Town Hall Parking Lot Rear Accessiible Spaces and Access Aisles All of the accessible spaces and access aisles along the
sidewalk on the rear of Town Hall do not comply with
having no part steeper than 1:48.Most issues occur along
curb/gutter portion.
502.4 High Regrade parking surface so it is no steeper than 1:48 in all
directions
127
Town Hall Parking Lot Rear Access Aisle The east access aisle does not have a curb cut to adjoin the
accessible route.
402.2;502.3 High Add curb cut so accessible aisle adjoins the accessible
route.This may create a cross slope issue with the
accessible route from the library to the rear of Town Hall.
Similar issue by the corner of PD.
128
Town Hall Accessible Route Curb Cuts The curb cut on the NE corner of the PD wing is steeper
than 1:12 or 4.8°.The slope of the curb ramp was
measured at 4.6 5.0°.
406.1,405.2 Low Regrade curb ramp so the slope is less than 1:12 or 4.8°.
129
Town Hall Accessible Route Curb Cuts The curb cut for he bus pullout on the south side of Town
Hall had a slope of 5.4 6.5°at the very bottom which is
over the 1:12 or 4.8°limit.
406.1;405.2 Low Regrade curb ramp so the slope is less than 1:12 or 4.8°.
130
Town Hall Accessible Route Curb Cuts The curb cut on the NW corner of Town hall crossing the
PD parking entrance)has a cross slope of 1.9°which is over
the 1:48 or 1.2°limit.
406.1;405.3 Medium Regrade curb ramp so the slope is less than 1:48 or 1.2°.
131
Town Hall Accessible Route Curb Cuts The curb cut on the rear of Town Hall by the accessible
parking spaces has a cross slope of 1.7°which is over the
1:48 or 1.2°limit.
406.1;405.3 Medium Regrade curb ramp so the slope is less than 1:48 or 1.2°.
132
Town Hall Accessible Route Curb Cuts The curb cut west of Town Hall crosses MacGregor)does
not have a level landing area and was measure with a slope
of 3.9 4.5°which is over the 1:48 or 1.2°limit.
406.4 High Regrade landing area so that the slope is any direction in
no greater than 1:48 or 1.2°in all directions.
133
Town Hall Accessible Route Curb Cuts The curb cut on the NE corner of the PD wing does not
have a landing area.
406.4 High Redo curb cut and sidewalk so that there is a compliant
curb cut/ramp with a compliant landing area.
134
Town Hall Accessible Route Curb Cuts The curb cut by the bus pullout on the south side of Town
Hall has a level landing area that was measured with a
cross slope of 2.3°which is more than the 1:48 or 1.2°
limit.
406.4 High Regrade the landing area so that it is level and no steeper
than 1:48 or 1.2°in any direction.
135
Town Hall Accessible Route Curb Cuts The curb cut west of town Hall crosses MacGregor)has
the left ramp flare with a slope of 7.8°which is greater
than the 1:10 or 5.67°limit.
406.3 Medium Regrade curb cut so ramp flares have a slope of no more
than 1:10 or 5.67°.
136
Town Hall Accessible Route Curb Cuts The curb cut on the NW corner of Town hall crossing the
PD parking entrance)has a right ramp flare with a slope of
7.5°which is over the 1:10 or 5.67°limit.
406.3 Medium Regrade curb cut so ramp flares have a slope of no more
than 1:10 or 5.67°.
137
Town Hall Accessible Route Curb Cuts The curb cut on the NE corner of the PD wing has a left
ramp flare with a slope of 5.9°which is slightly more than
the 1:10 or 5.67°limit.
406.3 Low Regrade curb cut so ramp flares have a slope of no more
than 1:10 or 5.67°.
138
Town Hall Accessible Route Curb Cuts The curb cut on the rear of Town Hall by the accessible
parking spaces has a right ramp flare with a slope of 7.7°
which is over the 1:10 or 5.67°limit.
406.3 Medium Regrade curb cut so ramp flares have a slope of no more
than 1:10 or 5.67°.
139
Town Hall Ramps Rear Town Hall Sidewalk By PD and
Rear Board Room Door)
The faux wood column and stone half wall restrict the
ramp landing to 62"from the ramp width of 66"
405.7.2 Low Ramp landing width is supposed to be the same as the
ramp width.Could add trim to ramp side along wall to
make ramp and landing the same width.
140
Town Hall Ramps Ramp on SW corner of TH by
sidewalk covering
The ramp landings are 41"and 59 1/2"while the ramp
width is 89 1/2".
405.7.2;405.7.3 High Ramp landing width is supposed to be the same as the
ramp width.Could add sides to ramp and restrict ramp
width to 41"matching the bottom landing width.
141
Town Hall Ramps Ramp on SW corner of TH by
sidewalk covering
The ramp has an approximated rise of 12"and there is no
handrail.
405.8 Low The ramp rise is similar to the ground level rise on either
side so a handrail may not be necessary.
142
Town Hall Entrances Signage There is no directional signs for the ADA accessible entries.
Admin lobby west entry not as accessible as admin lobby
east.
216.6 Low Add signage to entries with directions to ADA accessible
entries.Or add door openers to non accessible entries
Admin lobby west)to make all public entries accessible.
Would also want to add door opener to both ramp doors
in public restroom area.
143
Town Hall Entrances Admin Lobby East Door There is only 14"of clearance due to the brush mounted
on the ground.
404.2.4 Low Move brush to 18+"beyond the arc of the door.
144
Town Hall Entrances Public Works Door There is only 2 1/4"of clearance space for the interior door
in the vestibule.
404.2.4 High Add automatic door opener and/or revers door swing
direction.
145
Town Hall Entrances PW Door Both doors close faster than the recommended 5 seconds. 404.2.8 Medium Adjust door closer so doors close after 5 seconds.
146
Town Hall Entrances Admin Lobby West The rugs edges are not secured,only weighted down,and
could cause a trip hazard.
302.2 Medium Secure edges or replace with an in floor system.
147
Town Hall Entrances Admin Lobby East The rugs edges are not secured,only weighted down,and
could cause a trip hazard.
303.2 Medium Secure edges or replace with an in floor system.
148
Town Hall Entrances PW Door The rugs edges are not secured,only weighted down,and
could cause a trip hazard.
304.2 Medium Secure edges or replace with an in floor system.
149
Town Hall Accessible Route Protruding Object The PW door handle and lock mechanism protrude 9 3/4"
into the hallway/door entry from the wall.The door is at 7
1/2"so the handle only protrudes 2"from the door.
307.2 Low May look at way to lessen the protrusion of the door and
handle to limit the issues.
150
Town Hall Signs Finance South Hall Door Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.1
High Replace with an ADA compliant sign
151
Town Hall Signs Staff Breakroom Employees Only sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.2
High Replace with an ADA compliant sign
152
Town Hall Signs Mayor Office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.3
High Replace with an ADA compliant sign
153
Town Hall Signs Public Restroom Directional from
South hallway door to utility billing
lobby
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.4
High Replace with an ADA compliant sign
154
Town Hall Signs South Hallway directional by finance
meeting room
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.5
High Replace with an ADA compliant sign
155
Town Hall Signs Admin lobby west information by
entry door on glass
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.6
High Replace with an ADA compliant sign
156
Town Hall Signs Admin lobby east information by
entry door on glass
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.7
High Replace with an ADA compliant sign
157
Town Hall Signs Meeting Room 2 Finanace meeting
room,door to admin lobby)
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.8
High Replace with an ADA compliant sign
158
Town Hall Signs Public Works entry Door Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.9
High Replace with an ADA compliant sign.Move or adjust bike
rack so that sign floor clearance is not blocked by bikes.
159
Town Hall Signs Building Directory in Admin Lobby
on column
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.10
High Replace with an ADA compliant sign
160
Town Hall Signs Admin entry door Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.11
High Replace with an ADA compliant sign
161
Town Hall Signs PIO Office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.12
High Replace with an ADA compliant sign
162
Town Hall Signs ATA Office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.13
High Replace with an ADA compliant sign
163
Town Hall Signs TA Office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.14
High Replace with an ADA compliant sign
164
Town Hall Signs Meeting Room 1 Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.15
High Replace with an ADA compliant sign
165
Town Hall Signs Meeting Room 1 Emergency
Exit/Rear Door
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.16
High Replace with an ADA compliant sign
166
Town Hall Signs Trustees Office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.17
High Replace with an ADA compliant sign
167
Town Hall Signs Room 140 Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.18
High Replace with an ADA compliant sign
168
Town Hall Signs Administration Services Sign by
Clerk's Window
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.19
High Replace with an ADA compliant sign
169
Town Hall Signs Job Posting Sign Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.20
High Replace with an ADA compliant sign
170
Town Hall Signs Engineering Entry Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.21
High Replace with an ADA compliant sign
171
Town Hall Signs "Employee Only"on sliding gates Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.22
Medium ?
172
Town Hall Signs Utilities Coordinator/Project
Manager
Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.23
Low Replace with an ADA compliant sign
173
Town Hall Signs Meeting Room 3 Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.24
High Replace with an ADA compliant sign
174
Town Hall Signs Director of Public Works Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.25
Low Replace with an ADA compliant sign
175
Town Hall Signs Utilities Director Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.26
Low Replace with an ADA compliant sign
176
Town Hall Signs Public Works Operations Manager Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.27
High Replace with an ADA compliant sign
177
Town Hall Signs Facility Manager office Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.28
High Replace with an ADA compliant sign
178
Town Hall Signs Public Works Engineering Manager Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.29
High Replace with an ADA compliant sign
179
Town Hall Signs Public Works Emergency Exit Sign is not compliant with ADA 216.2;703.5;703.2;
703.3;703.4.2;
703.4.30
High Replace with an ADA compliant sign
180
Town Hall Doorways Administration Entry The wood and glass doorway is not ADA compliant.The
latch and push bar restrict the doorway to 30".
404.2.3 High Replace doorway with an ADA compliant one.
181
Town Hall Doorways Administration sliding gate The sliding gate next to the front desk in administration is
30"wide and not ADA compliant at 32".
404.2.3 High Reconfigure or replace sliding gate so that there is 32"for
the doorway
182
Town Hall Door Breakroom The placement of the trashcan in the breakroom restricts
the maneuvering clearance to 15 3/4".
404.2.4 Medium Move trashcan to different location so tha there is ADA
compliant manuevering space.
183
Town Hall Door Admin entry from the inside of
Admin
There is only 16"to the half wall instead of the required
18".
404.2.4 High Remove half wall so there is 18"of manuevering clearance
or add an automatic door opener
184
Town Hall Door Meeting room 3 door from inside
meeting room 3
There is only 7 1/2"to the trash can instead of the
required 18"
404.2.4 Medium Reconfigure furniture so there is 18"of manuevering
clearance.
185
Town Hall Threshold Room 140 The threshold for the doorway is 1"tall with the top 3/4"
beveled.Max for a threshold is 3/4"
404.2.5;303.2 Medium Reconfigure doorway and/or flooring so there is only 3/4"
threshold instead of 1".
186
Town Hall Door Hardware Meeting Room 1 The door knob is round and requires tight grasping to
operate.Not ADA compliant.
404.2.7 Medium Replace door knob with an ADA compliant door handle.
187
Town Hall Door Hardware Meeting Room 3 The door knob is round and requires tight grasping to
operate.Not ADA compliant.
404.2.8 Medium Replace door knob with an ADA compliant door handle.
188
Town Hall Door Admin Entry Door Glass Requires 10lbs of force to open which is over the 5lbs for
ADA compliance,
404.2.9 High Adjust door closer or replace door so there is no more
than 5lbs of force required to open the doors.
189
Town Hall Door Room 140 Requires 7lbs of force to open which is over the 5lbs for
ADA compliance,
404.2.10 Low Adjust door closer.Room is a personal office so door is
propped open during day.
190
Town Hall Door Clerk's Door Requires 11lbs of force to open which is over the 5lbs for
ADA compliance,
404.2.11 Low Adjust door closer.Office is secured and public is escorted
in and out.
191
Town Hall Door Clerk's Door door closes from 90°to 12°in 2.6 seconds 404.2.8.1 Low Adjust door closer.Office is secured and public is escorted
in and out.
192
Town Hall Door Meeting room 2 Door closes from 90°to 12°in 2.6 seconds 404.2.8.1 High Adjust door closer so doors closes after 5 seconds.
193
Town Hall Controls Admin Lobby West Vestibule The light switch is located at 53 1/4"above the floor which
is over the 48"limit.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
194
Town Hall Controls Admin lobby East Vestibule The light switch is located at 53"above the floor which is
over the 48"limit.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
195
Town Hall Controls Finance Hallway by breakroom. The light switch is located at 53 1/2"above the floor which
is over the 48"limit.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
196
Town Hall Controls Breakroom The light switch is located at 53"above the floor which is
over the 48"limit.There is also no clear floor space due to
the trashcan.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.Relocate trashcan where it does not
block any controls.
197
Town Hall Controls Breakroom The T stat is located at 51 1/2"above the floor which is
over the 48"limit.There is also no clear floor space due to
the trashcan.
309.3;308 Low Adjust T stat so operable parts are no higher than 48"fom
the ground.Relocate trashcan where it does not block any
controls.
198
Town Hall Controls Finance Hall by Admin lobby The Intermatic"switch is located at 54"above the floor
which is over the 48"limit.
309.3;308 Low Adjust Intermatic"switch so operable parts are no higher
than 48"fom the ground.
199
Town Hall Controls Public Works Hallway The light switch is located at 53"above the floor which is
over the 48"limit.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
200
Town Hall Controls Admin Office by Front Door The light switch is located at 59 3/4"above the floor which
is over the 48"limit.There is also only 13"wide for clear
flor space and is et bac from door 5 1/4"
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.Relocate light switc to area where
there is adequate floor space.
201
Town Hall Controls Admin Conference Room The light switch is located at 54 1/4"above the floor which
is over the 48"limit.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
202
Town Hall Controls Admin Conference Room
Kitchenette
The light switch is located at 53"above the floor which is
over the 48"limit.There is also a trashcan that limits the
clear floor space.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground.Relocate trashcan.
203
Town Hall Controls Admin Conference Room Restroom The light and fan switches are located at 52 3/4"above the
ground.The toilet also blcoks all clear floor space.
309.3;308 Low Adjust light switch so operable parts are no higher than
48"fom the ground and there is clear floor space.
204
Town Hall Controls Meeting Room 2 Both light switches in the room are located 43 1/4"which
is compliant with ADA.However there is not adequate
clear floor space.The switch by the door from finance
office is blocked by a trashcan.The light switch by the
admin lobby door is limited in clear floor space due to the
conference table.
305.3 Low Adjust items in room to allw for adequate clear floor
space.
205
Town Hall Controls Meeting Room 2 The A/C controller is mounted at 47 3/4 54"above the
ground with the operable parts above 48".
309.3;308 Low Adjust A/C control so operable parts are below 48"from
the ground
206
Town Hall Controls Public Works The main light switches at the front of PW are located 52
1/2"from the ground which is over the 48"limit.There is
also no clear floor space due to the chairs.
309.3;308;305.3 Low Adjust light switch so operable parts are no higher than
48"fom the ground.Adjust chairs so there is adaquate
clear floor space.
207
Town Hall Controls Public Works The main office light switch is located 49 1/4"above the
ground which is over the 48"limit.
309.3;308;305.3 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
208
Town Hall Controls Meeting Room 3 The light switch is located 49 1/4"above the ground which
is over the 48"limit.The clear floor space is also limited
when the meeting room door is open.
309.3;308;305.4 Low Adjust light switch so operable parts are no higher than
48"fom the ground.
209
Town Hall Controls Breakroom The breakroom t stat is only operable with tight grasping
of a knob to adjust t stat.
309.4 Low Replace t stat with an ADA compliant one.
210
Town Hall Controls Finance Hall by Admin lobby "Intermatic"switch has very small buttons. 309.4 Low Replace switchwith an ADA compliant one.
211
Town Hall Service Counter Admin The front counter is located at a height of 43"which is over
the 36"limit.The counter is also made up of two 41"wide
sections with a 1"gap in between them.
904.4.1 High Replace counter with an ADA compliant one that is no
more than 36"in height.
212
Town Hall Service Counter Public Woks The front counters in Public Works for the PW and Utility
side are 43"in height which is over the 36"limit.The
counters are also made up of two 35"sections with a 1"
gap in between them.
904.4.1 High Replace counter with an ADA compliant one that is no
more than 36"in height.
213
Town Hall Service Counter Admin The front counter has clear foor space that extends 8"
under the counter whichs less hn the 17 25"rquied.
306.2.2;306.2.3 High Replace counter with one that has clear floor space
extending 17 25"undereath.
214
Town Hall Service Counter Clerk's The clerk counter has clearfoor space extedning only 12"
under the counter which is less than the 17 25"required.
306.2.2;306.2.3 High Replace counter with one that has clear floor space
extending 17 25"undereath.
215
Town Hall Service Counter Public Works Both front counters in the public works area have clear
foor space that extends only 8"under the counter which is
less than the 17 25"requirement.
306.2.2;306.2.3 High Replace counter with one that has clear floor space
extending 17 25"undereath.
216
Town Hall Dispesing Device Breakroom The coffee maker hot water spiggott and levers are 50 51
1/4"above the floor which is over the 46 48"limit
308.3.1 Medium Replace coffee maker with one that has control levers near
the bottom of the unit.
217
Town Hall Signs Toilet Rooms There are no signs at inaccessible toilet rooms that give
directions to the accessibe toilet rooms.
216.8 High Add signs at inaccessible toilet rooms that give directions
to the accessible ones.
218
Town Hall Signs Men's xecutive toilet room The men's executive toilet room sign is o ADA compliant
and is missing Braille and raised charecters and is not
mounted on the latch side.
703.2;703.3;703.4.2 Medium Replace sign with and ADA compliant one that is mounted
on the latch side of the door.
219
Town Hall Signs Women's executive toilet room There is no sign for the toilet room 703 Medium Add an ADA compliant sign to the latc side of the door for
the toilet room.
220
Town Hall Signs Admin conference toilet room There is no sign for the toilet room 704 Medium Add an ADA compliant sign to the latc side of the door for
the toilet room.
221
Town Hall Entry Door Men's executive toilet room The door width is only 26 3/4"wide. 404.2.3 High Replace door with one that has an opening of 32"
minimum.
222
Town Hall Entry Door Admin conference toilet room The door width is only 26 1/2"wide. 404.2.3 High Replace door with one that has an opening of 32"
minimum.
223
Town Hall Entry Door Men's executive toilet room The manuevering clearance for the entry door is only 39
1/2"deep which is less than the 60"required.
404.2.4 High Add an automatic door opener to the entry door.
224
Town Hall Entry Door Admin conference toilet room The manuevering clearance for the entry door is only 4"to
the right of the door due to the toilet and is less than the
18"required.
404.2.4 High Add an automatic door opener to the entry door.
225
Town Hall Entry Door Admin conference toilet room The door knob is round and requires tight grasping to
operate.Not ADA compliant.
404.2.7 Medium Replace handle with an ADA compliant one.
226
Town Hall Entry Door Men's executive toilet room The force required to pen the door is 7 lbs which is more
than the 5lb limit.
404.2.9 Medium Add an automatic door opener to the entry door.
227
Town Hall Entry Door Men's Executive toilet room The door closes from a 90°to 12°in 2.5 seconds which is
less than the 5 second minimum.
404.2.8.1 Medium Adjust door closer or add an automatic door
opener/closer.
228
Town Hall Entry Door Women's Executive Toilet Room The door closes from a 90°to 12°in 3.5 seconds which is
less than the 5 second minimum.
404.2.8.2 Medium Adjust door closer or add an automatic door
opener/closer.
229
Town Hall Entry Men's executive toilet room The privacy wall is 39 1/2"from the door and the end of
the wall is 57 3/8"from the side wall.There is no 60"of
width to get into the restroom area.
404.2.4 High Reconfigure walls in restroom so there is adaquate room
to get into and out of the toilet room.
230
Town Hall Clear Floor Space Admin Conference Toilet Room The clear floor space in the single user toilet room is 34"x
39 1/2"which is less than the 30"x 48"area needed.
603.2.3 High Reconfigure toilet room so there is clear floor space of 30"
x 48"and/or Add sign directing to an accessible toilet
room.
231
Town Hall Mirrors Men's executive toilet room The bottom edge of the mirror is 48 1/8"which is over the
40"limit.
603.3 Medium Reposition mirror so that the bottom reflecting edge is no
more than 40"above the floor.
232
Town Hall Mirrors Admin conference toilet room The bottom edge of the mirror is 48"which is over the 40"
limit.
603.3 Medium Reposition mirror so that the bottom reflecting edge is no
more than 40"above the floor.
233
Town Hall Coat Hook Men's executive toilet room The coat hook is mounted at 67 1/4"from the floor on the
stall door which is over the 48"limit.
603.4 Low Reposition coat hook where it is a maxiumum of 48"from
the ground.
234
Town Hall Coat Hook Women's executive toilet room The coat hook is mounted at 52"from the floor on the stall
door which is over the 48"limit.
604.4 Low Reposition coat hook where it is a maxiumum of 48"from
the ground.
235
Town Hall Coat Hook Admin conference toilet room The coat hook is mounted at 68"from the floor on the stall
door which is over the 48"limit.
605.4 Low Reposition coat hook where it is a maxiumum of 48"from
the ground.
236
Town Hall Lavatories Women's executive toilet room The forward approch to the lavatory is only 45 1/2"deep
which is less than the 48"minimum.
606.2 Medium Reconfigure stall walls to allow for a forward approach of
48"to lavatory.
237
Town Hall Lavatories Admin conference toilet room The forward approch to the lavatory is only 34"deep
which is less than the 48"minimum.
607.2 Medium Reconfigure stall walls to allow for a forward approach of
48"to lavatory.
238
Town Hall Lavatories Men's executive toilet room The clear floor space extends only 3/4"under the couner
which is less than the 17 25"required.
306.2 High replce cabinet with a counter than allows for 17 25"of
clear floor space.
239
Town Hall Lavatories Men's executive toilet room The toe clearance is 4"high X 2 1/2"deep which is less
than the 27"height and 8"deep minimums.
306.3.3 High replce cabinet with a counter than allows for 17 25"of
clear floor space.
240
Town Hall Lavatories Admin conference toilet room The toe clearance is only 1 1/4"deep which is less than the
8"minimum.
306.3.3 Medium replce cabinet with a lavatory than allows for 17 25"of
clear floor space.
241
Town Hall Lavatories Women's executive toilet room There is no pipe insulation installed. 606.5 High Install pipe insulation.
242
Town Hall Lavatories Admin conference toilet room There is no pipe insulation installed. 606.5 High Install pipe insulation.
243
Town Hall Lavatories Admin conference toilet room The faucet handles are knobs and require tight grasping
and 9lbs of force to operate.
606.4 Medium Replace faucet with an ADA compliant one,touch free
woul be best.
244
Town Hall Water Closet Women's executive toilet room The accessible toilet crooked with the rear of the toilet 18
1/2"from th side wall while the front of the toilet is 17"on
the front.
604.2 High Remount water closet so that it is 16 18"from the side
wall.
245
Town Hall Water Closet Admin conference toilet room The accessible toilet is 14 3/4"from the side wall while the
front of the toilet is 14 1/4"on the front.
605.2 High Remount water closet so that it is 16 18"from the side
wall.
246
Town Hall Access Stall Men's executive toilet room The access stall is 35"W x 56"D which is less than the 56"W
x 60"D requirement.
604.3.1 high Reconfigure the stall walls so that the access stall is 5"W x
60"D minimum.
247
Town Hall Water Closet Men's executive toilet room The water closet height is 15 1/2"which is less than the 17
19"requirement.
604.4 High Replace with an ADA compliant water closet.
248
Town Hall Water Closet Admin conference toilet room The water closet height is 15 1/2"which is less than the 17
19"requirement.
604.4 High Replace with an ADA compliant water closet.
249
Town Hall Grab Bars Women's executive toilet room The grab bar on the rear wall only extends 23"on the
openside of the water closet.
604.5.2 Low Reconfigure grab bar so that 12"extend past closed side
and 24"extend past the open side.
250
Town Hall Flush Handle Admin conference toilet room The flush handle is mounted on the closed side of the
toilet.
604.6 Medium Reconfigure flush hande so hat it is on the open side of the
water closet.
251
Town Hall Toilet Paper Dispensers Men's and Women's Executive toilet
rooms;Admin Conference toilet
room
The toilet paper dispensers are double roll dispensers.
They are mounted where one roll is compliant and one roll
is not.If the compliant roll is empty then the TP dispenser
withnot be ADA compliant
604.7 Low Find a dispenser that allows for both rolls to be ADA
compliant.
252
Town Hall Stall Door Men's executive toilet room The stall door for the water closet is only 24 1/2"wide
which is less than the 32"minimum.
604.8.1.2 High Reconfigure stall walls and door so that the door is 32"
wide at a minimum.
253
Town Hall Stall Door Women's executive toilet room The front approach to the stall door is only 45 3/4"deep
which is less than the 60"requirement.
604.8.1.2 High Reconfigure stall walls so that there is 60"minimum
frontapproach.
254
Town Hall Stall Door Men's executive toilet room The stall door is not self closing. 604.8.1.2 Low Install self closing hinge on stall door.
255
Town Hall Door Admin conference toilet room The dor is not self closing. 604.8.1.2 Low Install a closer on the door.
256
Town Hall Door Hardware Admin conference toilet room The door hardware is a knob and requires grasping to
operate.
604.8.1.2 High Replace door knob with a door handle.
257
Town Hall Access Stall Women's executive toilet room The access stall width is 59 1/2"which is slightly less than
the 60"required.
604.8.1.1 Low Reconfigure stall walls so that access stall width is 60"
258
Town Hall Water closet rom Admin conference toilet room The room is only 52 1/2"deep which is less than the 59"
minimum for a floor mounted toilet.
604.8.1.1 Medium Reconfigure toilet room so there is 59"of depth.
259
Town Hall Accessible Route/Ramp Second floor hallway south end The ramp on the south end of the second floor hallway has
a slope of 5.9°which is greater than the 4.8°maximum.
405.2 High Adjust ramp so there is a maxium slope of 5.9°
260
Town Hall Accessible Route/Ramp Second floor hallway south end The top of the ramp is the same width as the ramp for the
first 17"and then is reduced to 65"in width.
405.7.2;405.7.3 Medium Limit width of ramp to 65"so the top is the same width as
the ramp.
261
Town Hall Accessible Route/Ramp Second floor hallway south end The ramp has an approximated rise above 6"and is
without handrails
405.8 Low Add handrails to both side of the ramp where the gripping
surface is 34 38"in height,the gripping surface is
continuous,the diameter of the handrail is adequate,
extend 12"beyond the ends of the ramp.
262
Town Hall Signs Aspen Room 201 The sign text is not raised,there is no braille,and the clear
floor space in not adequate.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.13
High Replace sign with and ADA compliant one that has
adequate clear floor space.
263
Town Hall Signs Blue Spruce Room 202 The sign text is not raised,there is no braille,and the clear
floor space in not adequate.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.13
High Replace sign with and ADA compliant one that has
adequate clear floor space.
264
Town Hall Signs Ponderosa Room 203 The sign text is not raised and there is no braille. 216.2;703.5;703.2;
703.3;703.4.2;
703.4.14
Medium Replace sign with and ADA compliant one.
265
Town Hall Signs Restorative Justice On Glass Sign is a sticker on the glass door that can be difficult to
read with the glare.The text is not raised and there is no
braille.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.15
Low Leave making sure on wall sign is ADA compliant.
265
Town Hall Signs 204 On Glass Sign is a sticker on the glass door that can be difficult to
read with the glare.The text is not raised and there is no
braille.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.15
Low Replace with an ADA compliant room number mounted on
wall on latch side of the door.
266
Town Hall Signs Restorative Justice On Wall The sign text is not raised and there is no braille.The sign
is also setback 5"from door on wall and has 17"of clear
floor space before ramp.Sign is also mounted too high at
67"which is over the 60"maximum.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.16
High Replace with an ADA compliant sign that is mounted at an
ADA compliant height 48 60")and has clear floor space
18"x 18".
267
Town Hall Signs Women's RR 2 The sign does not have raised text and is mounted on the
push side of the door.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.17
High Replacewith an ADA complaint sign that is mounted on the
wall on the latch side of the door.
268
Town Hall Signs 220 On Glass The room number is mounted on the glass door with no
raised text or braille.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.18
High Replacewith an ADA complaint room number that is
mounted on the wall on the latch side of the door.
269
Town Hall Signs 230 On Glass The room number is mounted on the glass door with no
raised text or braille.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.18
High Replacewith an ADA complaint room number that is
mounted on the wall on the latch side of the door.
270
Town Hall Signs Department of building safety The sign does not have raised text or braille,and part of
the sign is mounted over the 60"limit at 69 5/8".
216.2;703.5;703.2;
703.3;703.4.2;
703.4.19
High Replace with an ADA compliant sign mounted at the
appropriate ADA compliant height.
271
Town Hall Signs North Stairway doors The sign does not have raised charecters and is mounted
on the push side of the door.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.20
Low Replacewith an ADA complaint sign that is mounted on the
wall on the latch side of the door.
272
Town Hall Signs Women's RR 1 The sign does not have raised text and is mounted on the
push side of the door.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.21
High Replacewith an ADA complaint sign that is mounted on the
wall on the latch side of the door.
273
Town Hall Signs 210 On Glass The room number is a sticker on the glass door with no
raised text or braille and can be difficult to read due to
glare.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.22
High Replacewith an ADA complaint room number that is
mounted on the wall on the latch side of the door.
274
Town Hall Signs Community Development The sign text is not raised,there is no braille,and the sign
is mounted on the hinge side of the door over the
maximum height of 60"
216.2;703.5;703.2;
703.3;703.4.2;
703.4.23
High Replacewith an ADA complaint sign that is mounted on the
wall on the latch side of the door at an ADA compliant
height.
275
Town Hall Signs Community Development Paper
Directional Sign
Sign directing building permits to room 230 is printed
paper with no raised text or braille and is mounted on the
pull side of the door.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.24
High Replace with an ADA compliant sign with raised text and
braille.
276
Town Hall Signs Network Services The sign text is not raised and has no braille.The sign is
blocked by IT storage cabinets
216.2;703.5;703.2;
703.3;703.4.2;
703.4.25
High Replace with an ADA compliant sign that is located with
clear floor space.
277
Town Hall Signs Elevator room The sign is a printed piece of paper with no raised
charecters or braille and clear floor space.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.26
High
278
Town Hall Signs Community Development director Sign is flat with no braille and is mounted over the
doorway.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.27
High Replace with an ADA compliant sign on the latch side of
the doorway.
279
Town Hall Signs Men's 2 Sign text is not raised and is mounted on push side of the
door.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.28
High Replace sign with and Ada complaint one mounted on the
latch side of the door
280
Town Hall Signs Emergency Exit 2nd floor Door There are two signs and neither has raised text or braille.
Both are mounted on the door on the push side.Door
opens out to a large step that leads to deck and stairwell.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.29
High Replace with an ADA compliant sign mounted on the latch
side of the door.
281
Town Hall Signs Caution floor Change The sign is mounted on one side of the hall with no raised
text or braille.
216.2;703.5;703.2;
703.3;703.4.2;
703.4.30
High Replace with an ADA compliant sign and mount on both
sides of the hall.
282
Town Hall Signs Community Development Copy
room Meeting Room 4"
Only the 4 has braille the rest of the sign has no raised text
or braille
216.2;703.5;703.2;
703.3;703.4.2;
703.4.31
High Replace sign with an ADA compliant one
283
Town Hall Signs Elevator Sign Use stairs in case of
fire
Sign has no raised text or braille. 216.2;703.5;703.2;
703.3;703.4.2;
703.4.32
High Replace with ADA compliant sign.
284
Town Hall Doors Community Devlopment Glass door width is 31 3/4". 404.2.3 High
285
Town Hall Doors Community Development The manuvering space is 17 1/2"wide due to the file
cabinet.
404.2.4 High Adjust file cabinets so that the manuevering space is 18"
wide.
286
Town Hall Doors 201 The manuevering space is 12 1/2"wide and only 12 3/4"
deep before getting into 202 door swing.
404.2.4 High Add an automatic door opener to the entry door.
287
Town Hall Doors 202 The manuevering space is 21 3/4"wide but only 12 3/4"
deep before the door swing from 201.
404.2.4 High Add an automatic door opener to the entry door.
288
Town Hall Water Fountains second floor hallway both The clear floor space is only 14 1/2"deep which is less than
the 17"25"recommended range.The depth of the water
fountain is 14 1/2"14 3/4"which is less than the 20 25"
range recommended.The spout is located at 44 1/2"and
41 1/4"which are both higher than the 36"maximum.The
spout is also 12 1/4"12 1/2"from the rear which is less
than the 15"minimum.
306.2.2;306.2.3;
308.2;602.4;602.5
High Replace with ADA compliant water fountains.
Town of Estes Park
Public Works/Facilities
2022 Facilities Worksheet
Interior
Public Works
Parking Structure 691 N. St. Vrain Ave.X
Fleet Services (Now Streets Shop)575 Elm Road X
Fish Hatchery 1 1707 Fish Hatchery Rd.X
Murray Duplex 1 & 2 231 E. Riverside Dr.
Stanley House 179 Stanley Circle Dr.X
Parks Shop 600 Big Thompson Ave.X
Performance Park RR 417 W. Elkhorn Ave.X
Fish Hatchery 2 1703 Fish Hatchery Rd.
Tregent Park Restroom 293 W. Elkhorn Ave.X
Fish Hatchery 3 1705 Fish Hatchery Rd.X
Hydro House 1754 Fish Hatchery Rd.X
Moraine Restroom 215 Moraine Ave.X
Riverside Restroom 110 E. Riverside Dr.X
Picnic Shelter 500 Big Thompson Ave.X
Parks Dept-Greenhouse 600 Big Thompson Ave.X
Garage/Rental 179 Stanley Circle Dr.x
Cabin/Rental 179 Stanley Circle Dr.x
Sand/Salt Storage 650 Elm Road
Transit Hub Shelter 1209 Manford Ave.
General
Town Hall 170 MacGregor Ave.X
Records Storage 1707 Fish Hatchery Rd.
REO Garage/PD 1708 Fish Hatchery Rd.
Youth Center Building 300 Community Drive
Old Fish Hatchery Park RR 1700 Fish Hatchery Rd.
Storage Building 1701 Fish Hatchery Rd.
Storage Building 1709/1711 Fish Hatchery Rd.
PD Storage Cabin 170 MacGregor Ave.
ComServices
Conference Center 201 S. St. Vrain Ave.
Bond Park 170 MacGregor Ave.?X
Event Center 1125 Rooftop Way X
Pavilion 1115 Rooftop Way X
Fairgrounds/Rodeo Grounds (Grandstands)1209 Manford Ave.X
Visitor Center 500 Big Thompson Ave.X
Performance Park 417 W. Elkhorn Ave.X
O'Connor Pavilion 1700 Fish Hatchery Rd.not inside restroom
Building Address
Assessments Completed
Stable A 1209 Manford Ave.
Stable D 1209 Manford Ave.
Stable G 1209 Manford Ave.
Stable K 1209 Manford Ave.
Stable L 1209 Manford Ave.
Stable M 1209 Manford Ave.
Stable Tack Stall B 1209 Manford Ave.
Stable Tack Stall F 1209 Manford Ave.
Stable Tack Stall H 1209 Manford Ave.
Stable Tack Stall I 1209 Manford Ave.
Stable Tack Stall J 1209 Manford Ave.
Exhibitor's Office/ Fairs & Events Only 1209 Manford Ave.
Announcer Booth C 1209 Manford Ave.
Shoeing Barn 1209 Manford Ave.
Stable V 1209 Manford Ave.
Ticket Booth 1209 Manford Ave.
Maintenance Shop 1209 Manford Ave.
Tool House 1209 Manford Ave.
Chutes & Corrals 1209 Manford Ave.
Roping Pens & Chutes 1209 Manford Ave.
Stable U 1209 Manford Ave.
Portable Judges Stand 1209 Manford Ave.
Ticket Booth 1209 Manford Ave.X
Announcer's Booth 1209 Manford Ave.
Stable T 1209 Manford Ave.
Exhibit Building 1209 Manford Ave.X
Hay Barn 1209 Manford Ave.
Show Office 1209 Manford Ave.X
Horse Barn W 1209 Manford Ave.X
Stable E 1209 Manford Ave.
Log Building@EC Entrance-NPS Stanley Park
Log Building@EC Entrance-NPS #2 Stanley Park
Manager's Office Stanley Park X
Stanley Park Fairgrounds-Restrooms 1209 Manford Ave.X
CulServices
Museum Annex 220 Fourth St.X
Museum 200 Fourth St.X
Museum Hydroplant 1750 Fish Hatchery Rd.X
Museum Workshop 200 4th Street
Rocky Mountain NP Museum 200 4th Street X
Log Cabin - Museum (Cobb-Macdonald)200 4th Street X
Birch Cabin-Education Building 324 MacGregor Ave.
Education 324 MacGregor Ave.
Education (Ruins)324 MacGregor Ave.X
Old Fish Hatchery Power Plant-Museum Office 1746 Fish Hatchery Rod.X
P&C
Dekker Light & Power 615 Elm Rd.X
Broadband 1180 Woodstock Dr.x
Light & Power Storage 680 Elm Rd.
Substation Shop 2009 Mary's Lake Road
Lake Estes Substation 875 N. St. Vrain Ave.
Electrical Substation Mary's Lake
Water
Mary's Lake WTF 899 Lakewood Ct.
Glacier Creek WTF 480 Caring Lane
Glacier Creek Water Plant-Gatehouse/Headworks Mill Creek Road/480 Caring Lane
Water Department (Now Fleet Services)577 Elm Road X
Mary's Lake Raw Water Pump Station Mary's Lake
New Water Shop 1360 Brook Drive
Crystal Water Plant-Chemical Storage Carriage Hills
Kiowa Estates Pump House 450 Kiowa Dr.
Thunder Mountain Pump House 2 Mile SW on Spur 66
Fall River Estates Pump House 2000 Fall River Road
Booster Station Fall River Road & Fall River Court
Prospect Estates Pump House 1660 Prospect Estates Dr.
Water SCADA/Tank Level Monitoring Site 1001 Prospect Mountain Rd.
Big Thompson Filter Building 1065 Prospect Mountain Rd.
Municipal & SCADA Base Station Prospect Mountain Road
Storage Prospect Mountain Road
Exterior Roof
X X 5/26/2020; 8/16/2020
X 1/28/2021
X X 7/1/2020; 12/11/2020
Building Demolished
X X 7/16/2019
X 2/26/2020
X X 1/21/2020; 5/26/2020; 7/21/2020; 10/8/2020
X X 1/21/2020; 5/28/2020; 7/21/2020; 10/8/2020
X X 7/7/2020; 12/11/2020
X X 6/24/2020; 1/19/2022
X X 5/26/2020; 7/21/2020; 10/8/2020
X X 1/21/2020; 5/26/2020; 7/21/2020; 10/9/2020
X X 5/26/2020; 8/18/2020 Shelter removed, parks working on replacement 2/15/22 KM
X 2/26/2020
x x 7/16/2019
x x 7/16/2019
X X 5/26/2020; 9/17/2020
X X 6/23/2020
X X 3/18/2020; 10/9/2020
X X 3/18/2020; 9/30/2020
X X 3/18/2020; 9/30/2020
X X 5/27/2020; 8/26/2020
X X 5/26/2020
X X 6/24/2020
Assessments Completed
Assessment Survey Dates
X 3/18/2020
X X 3/18/2020
X X 3/18/2020
X X 3/18/2020; 9/30/2020
X X 3/18/2020
X 3/18/2020
X X 7/1/2020
X X 7/1/2020
X X 6/24/2020
X X 7/1/2020
X X 7/1/2020
X X 7/1/2020
X X 6/16/2020
X X 6/16/2020
X X 6/16/2020
X X 6/24/2020
X X 5/21/2021
x x 7/17/2019 (pre reno)
X X 2/3/2021
Shelterremoved, parksworking on replacement 2/15/22 KM
Finding Number Evaluation Title Item Group Area Description Type Subtype1 Subtype2 Subtype3 Latitude Longitude As Built Finding Status Recommendation Barrier Standard Barrier Priority Budget Low Budget High Notes Est Remediation Date Photo 1 Photo 2 Photo 3 Photo 4 Photo 5 Photo 6 Photo 7 Photo 8
1
Thumb Open Space Trails Trailhead Trailhead Signs Missing Information NA NA 40.3534581 105.5237737 The trailhead sign is missing the trail informaon.
Trail informaon signs attrailheads shall include the following:
1.Length of the trail or trail segment;
2.Surface type;
3.Typical and minimum tread width;
4.Typical and maximum running slope;and
5.Typical and maximum cross slope.
Open Install trailhead signage with allof the required trail
information.
2015 ABAAS 1017.10 High $50 $100 1/1/2025 Trailhead Finding 858733
20230416_130629.jpg
Trailhead Finding 858733
20230416_130700.jpg
Trailhead Finding 858733
20230416_130728.jpg
Trailhead Finding 858733
20230416_130733.jpg
Trailhead Finding 858733
20230416_130746.jpg
Trailhead Finding 858733
20230416_130753.jpg
2
Thumb Open Space Parking Off Street Accessible Parking Parking Lot Number ofSpaces No Accessible Spaces NA 40.3534581 105.5237737 Gravel Lot There are noaccessible parking stalls.
Each lot where parking is provided for the public as clients,guests or employees,shall provide accessible parking and
shall belocated on the shortest accessible route of travel from adjacent parking toan accessible entrance.
There are a total of 10parking stalls inthe parking lot that could be reasonably associated with this facility.There should
be a minimum of 1 accessible stalls with a minimum of 1 being designed as van accessible.
Open 2010 ADAS 208.2,2015
ABAAS F208.2
Important $1,500 $2,000 1/1/2026 Accessible Parking Finding
858734
20230416_130646.jpg
1
Baldwin Park Play Area Play Area Transfer Platform Height Above Ground NA NA 40.3736367 105.5233098 20.5" The transfer plaorm is not within the compliant range above the ground.
The height oftransfer platforms shall be 11inches minimum and 18 inches maximum measured tothe top of the surface
from the ground or floor surface.
Open Install additional EWF at transfer platform sothat
height does not exceed 18".
2010 ADAS 1008.3.1.2 High $0 $0 1/1/2025 Play Area Finding 857859
20230416_124157.jpg
2
Baldwin Park Play Area Play Area Transfer Platform 30X48 Transfer Space Slope NA 40.3736367 105.5233098 0.032 The transfer space is sloped greater than 2%.
Floor or ground surfaces of a clear floor or ground space shall not have changes in level.Slopes not steeper than 1:48
shall bepermitted.
Open We recommend that the Town creates apolicy for
their parks employees that ensures the EWF is
graded on a regular basis.This not only includes the
accessible route throughout the play area but also
includes the following:
Surface beneath swings
Surface to the transfer system
Surface atthe transfer system
Surface at each ground
Surface atthe bottom ofslides
2010 ADAS 1008.3.1.3,2010
ADAS 305.2
High $0 $0 1/1/2025 Play Area Finding 857860
20230416_124141.jpg
Play Area Finding 857860
20230416_124144.jpg
3
Baldwin Park Play Area Play Area ASTM F1951 Compliance Undetermined NA NA 40.3736367 105.5233098 Engineered Wood Fiber Compliance with ASTM F1951 for accessibility for ground surfaces onaccessible routes,clear floor or ground spaces,and
turning spaces has not been determined.
Ground surfaces shall comply with ASTM F 1951.Ground surfaces shall be inspected and maintained regularly and
frequently to ensure continued compliance with ASTM F 1951.
Open We recommend that the Town creates apolicy for
their parks employees that ensures the EWF is
graded on a regular basis.This not only includes the
accessible route throughout the play area but also
includes the following:
Surface beneath swings
Surface tothe transfer system
Surface at the transfer system
Surface ateach ground
Surface at the bottom of slides
2010 ADAS 1008.2.6.1 $0 $0 Play Area Finding 857861
20230416_123945.jpg
Play Area Finding 857861
20230416_124119.jpg
Play Area Finding 857861
20230416_124122.jpg
4
Baldwin Park Sidewalk to Engineered
Wood Fiber
Accessible Routes Play Area Entrance Exterior Change inElevation 1/2 Inch Or Greater Beveled 40.3736367 105.5233098 1.5" The walkway contains abrupt vertical edges and/orvariations between 1/4inch and 1/2 inch that are not beveled
correctly.
1/4 inch is the maximum vercal rise.Changes in level between 1/4inch and 1/2 inch must be beveled at 1:2or less.
Changes inlevel greater than 1/2inch must bebyway ofaramp.
Open Regrade or install additional EWF to eliminate
change inelevation at play area entrance.
2010 ADAS 303.2,2010 ADAS
303.3
High $0 $0 1/1/2025 Play Area Entrance Finding
857863
20230416_124009.jpg
5
Baldwin Park Atpark bench Assembly Areas Play Area Entrance Accessible Seating Companion Seats None Provided NA 40.3736367 105.5233098 No companion seating
provided
The wheelchair seang spaces donot have the required companion seats provided next to them.
In row seating,companion seats shall be located toprovide shoulder alignment with adjacent wheelchair spaces.The
shoulder alignment point of the wheelchair space shall be measured 36 inches from the front ofthe wheelchair space.
The floor surface ofthe companion seat shall beat the same elevation asthe floor surface ofthe wheelchair space.
Companion seats shall be equivalent in size,quality,comfort,and amenities to the seating in the immediate area.
Companion seats shall be permitted tobe movable.
Open Relocate the bench over toprovide a wheelchair
seating space adjacent to the bench.
2010 ADAS 221.3 High $0 $0 1/1/2025 Play Area Entrance Finding
857864
20230416_123934.jpg
6
Baldwin Park Parking Off Street Accessible Parking Parking Lot Number of Spaces No Accessible Stalls Only 1
Required
NA 40.3736367 105.5233098 Parking lot under
construction
Due to the current construction,we were unable to evaluate the parking lot. Open 2010 ADAS 208.2.4 $0 $0 Accessible Parking Finding
857865
20230416_123945.jpg
1
Birch Cabin Accessible Routes Exterior No Accessible Route To Building Entrance NA 40.3795221 105.5221825 There is no accessible route
from parking at Town Hall or
parking AtCentennial Open
Space.
The building entrance is not located on anaccessible route.
When a building,or portion ofa building,isrequired tobe accessible,an accessible route of travel shall be provided to
all porons of the building,to accessible building entrances and between the building and the public way.
At least one accessible route within the boundary of the site must be provided from public transportation stops,
accessible parking and accessible passenger loading zones and public streets orsidewalks to the accessible building
entrance they serve.
The accessible route shall,to the maximum extent feasible,coincide with the route for the general public.At least one
accessible route shall connect accessible buildings,facilities,elements and spaces that are on the same site.Atleast one
accessible route shall connect accessible building or facility entrances with all accessible spaces and elements.
Open Due tothe location ofBirch Cabin and the fact the
cabin is on the Historic Registry list and rarely open
to public,we recommend providing avirtual tour on
the Town'swebsite of the cabin instead of providing
an accessible route tothe cabin.
2010 ADAS 206.2.1 Important $0 $0 1/1/2026 Finding 857853
20230416_101732.jpg
Finding 857853
20230416_120443.jpg
Finding 857853
20230416_101626.jpg
Finding 857853
20230416_101519.jpg
1
Bond Park Crusher Fines Walkway Accessible Routes Walkways Exterior Slope Running General Exceeds 5%NA 40.3774943 105.5203738 0.066 The accessible route on the site has running slopes greater than 5 percent and has not been constructed asa ramp i.e.
handrails,edge protecon,etc.).
When the slope inthe direction oftravel of any walk exceeds 1unit vertical in20units horizontal 5 percent slope),it
must be constructed as a ramp.Surface cross slopes must not exceed one unit vertical in 48 units horizontal 2 percent
slope).
Open Regrade the crusher fines walkway so that the
running slope does not exceed 5%.
2010 ADAS 403.3 Important $500 $1,000 1/1/2026 Walkways Finding 857854
20230416_115714.jpg
Walkways Finding 857854
20230416_115719.jpg
2
Bond Park Crusher Fines Walkway Accessible Routes Walkways Exterior Slope Cross General Exceeds 2% NA 40.3774943 105.5203738 0.035 The accessible path of travel has cross slopes greater than 2%.
Surface cross slopes shall not exceed one unit vertical in48 units horizontal 2 percent slope).When the slope in the
direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal 5 percent slope),it must be constructed as a
ramp.
Open Regrade the crusher fines walkway so that the cross
slope does not exceed 2%.
2010 ADAS 403.3 Important $500 $1,000 1/1/2026 Walkways Finding 857855
20230416_115738.jpg
Walkways Finding 857855
20230416_115741.jpg
3
Bond Park ToPicnic Tables Accessible Routes Walkways Exterior Ground Floor Surfaces Loose Gravel Ground
Surface
NA 40.3774943 105.5203738 Grass topicnic tables The accessible route contains loose gravel and/or surface materials that do not provide for a stable,firm slip resistant
surface.Grass)
Floor and ground surfaces shall bestable,firm,and slip resistant.
Open Provide an accessible route with crusher fines to at
least 1 picnic table provided atBond Park.The
accessible route can be provided within a short
distance to the existing crusher fine walkway.
2010 ADAS 302.1 High $250 $300 1/1/2025 Walkways Finding 857856
20230416_115520.jpg
Walkways Finding 857856
20230416_115542.jpg
4
Bond Park Dog Bags Accessible Routes Walkways Exterior Width 36"Minimum NA 40.3774943 105.5203738 20" The route of travel does not provide the required minimum width to the dog bags.
The minimum clear width for sidewalks and walks is 36inches.
However,clear width shall bepermitted tobereduced to32inches minimum for a length of24 inches maximum
provided that reduced width segments are separated bysegments that are 48inches long minimum and 36 inches wide
minimum.
Open Relocate the dog bags toan area that isnot
obstructed and is located on an accessible route.
2010 ADAS 403.5.1,2010
ADAS 403.5.1 Exception
High $150 $200 1/1/2025 Walkways Finding 857858
20230416_115806.jpg
Walkways Finding 857858
20230416_115831.jpg
5
Bond Park Dining,Bar and Work
Surfaces
Picnic Tables Table Required Number No
Accessible
NA NA 40.3774943 105.5203738 12"knee clearance There are no accessible picnic tables.
Atleast 5%ofeach type ineach functional area ofdining surfaces must be accessible and must bedispersed throughout
the space or facility containing dining surfaces.An accessible table must be on anaccessible route 36 inches minimum)
and have knee and toe spaces atleast 27 inches high,30 inches wide and 17inches deep.The tops of tables and
counters shall be 28 inches to 34 inches from the floor or ground.
Open Provide 1 accessible picnic table atBond Park.The
accessible picnic table shall have at minimum depth
of 17"knee and toe clearance.
2010 ADAS 226.1 High $500 $750 1/1/2025 Picnic Tables Finding 857857
20230416_115520.jpg
Picnic Tables Finding 857857
20230416_115537.jpg
1
Centennial Open Space at
Knoll Willows
Dirt Parking Lot at Trailhead Parking Off Street E Wonderview Ave. Parking Lot Number of Spaces No Accessible Stalls Only 1
Required
NA 40.3774943 105.5203738 Gravel Lot There are no accessible parking stalls.
Each lot where parking is provided for the public as clients,guests or employees,shall provide accessible parking and
shall belocated on the shortest accessible route of travel from adjacent parking to anaccessible entrance.
Aminimum ofone accessible stall is required and it must besized and designated asavan accessible stall.
Open Install a paved accessible parking stall that meets the
requirements for aaccessible van stall.
2010 ADAS 208.2.4,2015
ABAAS F208.2.4
Important $1,500 $2,000 1/1/2026 E Wonderview Ave.Finding
857871
20230416_101043.jpg
2
Centennial Open Space at
Knoll Willows
EWonderview Trailhead Trails EWonderview Ave. Trailhead Signs Missing Information NA NA 40.3774943 105.5203738 The trailhead sign is missing the trail informaon.
Trail informaon signs attrailheads shall include the following:
1.Length of the trail or trail segment;
2.Surface type;
3.Typical and minimum tread width;
4.Typical and maximum running slope;and
5.Typical and maximum cross slope.
Open Install trailhead signage with allof the required trail
information.
2015 ABAAS 1017.10 High $50 $100 1/1/2025 EWonderview Ave.Finding
857872
20230416_100615.jpg
E Wonderview Ave.Finding
857872
20230416_120852.jpg
EWonderview Ave.Finding
857872
20230416_120909.jpg
E Wonderview Ave.Finding
857872
20230416_120913.jpg
EWonderview Ave.Finding
857872
20230416_121008.jpg
E Wonderview Ave.Finding
857872
20230416_121013.jpg
EWonderview Ave.Finding
857872
20230416_121024.jpg
E Wonderview Ave.Finding
857872
20230416_121028.jpg
3
Centennial Open Space at
Knoll Willows
Trailhead atTownhall Trails Townhall Trailhead Trailhead Signs Missing Information NA NA 40.3774943 105.5203738 The trailhead sign is missing the trail informaon.
Trail informaon signs at trailheads shall include the following:
1.Length of the trail ortrail segment;
2.Surface type;
3.Typical and minimum tread width;
4.Typical and maximum running slope;and
5.Typical and maximum cross slope.
Open Install trailhead signage with allof the required trail
information.
2015 ABAAS 1017.10 High $50 $100 1/1/2025 Townhall Trailhead Finding
857873
20230416_120031.jpg
Townhall Trailhead Finding
857873
20230416_120105.jpg
Townhall Trailhead Finding
857873
20230416_120152.jpg
Townhall Trailhead Finding
857873
20230416_120155.jpg
Townhall Trailhead Finding
857873
20230416_120247.jpg
Townhall Trailhead Finding
857873
20230416_120251.jpg
Townhall Trailhead Finding
857873
20230416_120316.jpg
Townhall Trailhead Finding
857873
20230416_120320.jpg
4
Centennial Open Space at
Knoll Willows
Bridge Accessible Routes Trail Exterior Change inElevation Greater Than 1/4 inch Walkway 40.3774943 105.5203738 2"at both sides of bridge The walkway contains abrupt vercal edges and/or variaons over 1/4inch.
1/4 inch is the maximum vercal rise.Changes in level between 1/4inch and 1/2 inch must be beveled at 1:2or less.
Changes inlevel greater than 1/2inch must bebyway ofaramp.
Open Regrade the walkway at the bridge onboth sides to
eliminate tripping hazard.
2010 ADAS 303.2,2010 ADAS
303.3,2015 ABAAS 303.2,
2015 ABAAS 303.3
High $0 $0 1/1/2025 Trail Finding 857876
20230416_120119.jpg
Trail Finding 857876
20230416_120140.jpg
5
Centennial Open Space at
Knoll Willows
At metal grate to Ruins Accessible Routes Trail Exterior Openings Greater Than 1/2 Inch NA 40.3774943 105.5203738 2.25" The route contains openings greater than 1/2 inch.
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter.Elongated
openings shall beplaced so that the long dimension isperpendicular tothe dominant direction of travel.
Open Provide apermanent transition plate from the grate
to the walkway to eliminate the opening.
2010 ADAS 302.3,2015
ABAAS 302.3
High $250 $350 1/1/2025 Trail Finding 857877
20230416_102114.jpg
Trail Finding 857877
20230416_102121.jpg
6
Centennial Open Space at
Knoll Willows
Metal grate at Ruins Accessible Routes Trail Exterior Openings Greater Than 1/2 Inch NA 40.3774943 105.5203738 1"openings atmetal grate The route contains openings greater than 1/2 inch.
Openings in floor or ground surfaces shall not allow passage of asphere more than 1/2 inch diameter.Elongated
openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
Open Install asolid surface over the metal grate to
eliminate openings.
2010 ADAS 302.3,2015
ABAAS 302.3
Moderate $3,000 $5,000 1/1/2027 Trail Finding 857878
20230416_102148.jpg
Trail Finding 857878
20230416_102157.jpg
7
Centennial Open Space at
Knoll Willows
Walkway at Ruins Ramps Not Curb Ramps) Trail Edge Protection None Provided NA NA 40.3774943 105.5203738 No edge protection on
handrails to large drop off
area
The required edge protecon is missing from the ramp run and/orramp landing.
Edge protecon shall be provided on each side of ramp runs and at each side of ramp landings.
The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside face of a
handrail or a curb orbarrier shall be provided that prevents the passage ofa 4inch diameter sphere,where any portion
of the sphere is within 4 inches of the finish floor or ground surface.
Open Although the walkway is not a ramp,it does provide
handrails due tosteep drop offs within the ruins.
Install edge protection at the handrails.This can
prevent someone using awheelchair from having
their wheels go off the edge.
2010 ADAS 405.9,2010 ADAS
405.9.1,2010 ADAS 405.9.2,
2015 ABAAS 405.9,2015
ABAAS 405.9.1,2015 ABAAS
405.9.2
High $1,500 $2,000 Trail Finding 857880
20230416_102114.jpg
Trail Finding 857880
20230416_102148.jpg
1
Estes Park Playground Play Area Play Area Transfer Platform 30X48 Transfer Space Slope NA 40.3768726 105.5206284 0.034 The transfer space is sloped greater than 2%.
Floor orground surfaces of a clear floor or ground space shall not have changes in level.Slopes not steeper than 1:48
shall be permitted.
Open We recommend that the Town creates apolicy for
their parks employees that ensures the EWF is
graded on a regular basis.This not only includes the
accessible route throughout the play area but also
includes the following:
Surface beneath swings
Surface to the transfer system
Surface at the transfer system
Surface ateach ground
Surface at the bottom of slides
2010 ADAS 1008.3.1.3,2010
ADAS 305.2
High $0 $0 1/1/2025 Play Area Finding 857904
20230416_132405.jpg
Play Area Finding 857904
20230416_132409.jpg
Play Area Finding 857904
20230416_132529.jpg
Play Area Finding 857904
20230416_132533.jpg
Play Area Finding 857904
20230416_132552.jpg
Play Area Finding 857904
20230416_132555.jpg
Play Area Finding 857904
20230416_132512.jpg
Play Area Finding 857904
20230416_132515.jpg
2
Estes Park Playground Play Area Play Area ASTM F1951 Compliance Undetermined NA NA 40.3768726 105.5206284 Engineered Wood Fiber Compliance with ASTM F1951 for accessibility for ground surfaces onaccessible routes,clear floor or ground spaces,and
turning spaces has not been determined.
Ground surfaces shall comply with ASTM F 1951.Ground surfaces shall be inspected and maintained regularly and
frequently to ensure continued compliance with ASTM F 1951.
Open We recommend that the Town creates apolicy for
their parks employees that ensures the EWF is
graded on a regular basis.This not only includes the
accessible route throughout the play area but also
includes the following:
Surface beneath swings
Surface to the transfer system
Surface atthe transfer system
Surface at each ground
Surface atthe bottom ofslides
2010 ADAS 1008.2.6.1 High $0 $0 1/1/2025 Play Area Finding 857905
20230416_132529.jpg
Play Area Finding 857905
20230416_132529.jpg
3
Estes Park Playground Parking Off Street Accessible Parking Parking Space Striping Dilapidated NA 40.3768726 105.5206284 Striping faded atboth
accessible parking stalls and
access aisle
The striping and markings for the accessible parking stall,loading/unloading access aisle are dilapidated and in need of
repair and/or maintenance.
Open Restripe the accessible parking stalls and access
aisle.
2010 ADAS 502.3.3 High $350 $500 1/1/2025 Accessible Parking Finding
857906
20230416_132927.jpg
4
Estes Park Playground Right accessible parking stall Parking Off Street Accessible Parking Parking Space Width Minimum Width 11 Feet NA 40.3768726 105.5206284 109" The accessible parking stall is not wide enough.
Each parking space must be at least 11 feet wide and shall bemarked to define the width.The measurements of parking
spaces and access aisles shall bemade from the centerline ofthe markings.
Alternavely,the stall can be8feet wide minimum and the access aisle may be8feet wide.
The measurements of parking spaces and access aisles shall be made from the centerline of the markings.Where the
parking space is not adjacent to another parking space or access aisle,the measurement shall be permitted to include
the full width ofthe line defining the parking space.
Open Increase the width of the accessible parking stall to
132"width with a 60"access aisle.This will make
this accessible parking stall a van accessible stall
which isrequired here.Pricing included inre striping
the accessible parking stalls.
2010 ADAS 502.2 High $0 $0 1/1/2025 Accessible Parking Finding
857907
20230416_132942.jpg
Accessible Parking Finding
857907
20230416_133021.jpg
5
Estes Park Playground Right accessible parking stall Parking Off Street Accessible Parking Parking Space Signage Van Sign Missing NA 40.3768726 105.5206284 No van sign The van stall ismissing a sign idenfying it asa van accessible stall.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."
Open After the accessible parking has been re striped,an
additional ADA parking sign will need tobeadded at
the head of the space along with asign that states
Van Accessible".
2010 ADAS 502.6 High $50 $75 1/1/2025 Accessible Parking Finding
857908
20230416_133017.jpg
6
Estes Park Playground Left accessible parking stall Parking Off Street Accessible Parking Parking Space Slope Cross Exceeds 2% NA 40.3768726 105.5206284 0.026 The cross slope narrow dimension)of the parking stall exceeds 2%.
The running and cross slope in anaccessible parking stall and the access aisle must not exceed 2%.
Open It isour opinion that the 2.6%cross slope falls within
conventional industry tolerance.No action required.
2010 ADAS 502.4 $0 $0 Accessible Parking Finding
857909
20230416_133110.jpg
Accessible Parking Finding
857909
20230416_133113.jpg
7
Estes Park Playground At accessible parking Curb Ramps Accessible Route Slope Running Exceeds 8.33% NA NA 40.3768726 105.5206284 0.09 The curb ramp exceeds the maximum running slope parallel to the direcon of travel)allowable of 8.33%.
Curb ramps should have the least possible slope but innocase more than 8.33%1:12).
Open It isour opinion that the 9%running slope ofthe
curb ramp falls within conventional industry
tolerance.No action required.
2010 ADAS 406.1 $0 $0 Accessible Route Finding
857910
20230416_132307.jpg
Accessible Route Finding
857910
20230416_132312.jpg
8
Estes Park Playground Ataccessible parking Curb Ramps Accessible Route Perpendicular Landing Missing NA 40.3768726 105.5206284 No top landing The top ofthe curb ramp does not have a level landing.
Alevel landing 36 inches in length shall beprovided at the upper end of each curb.The landing clear width shall beat
least as wide as the curb ramp,excluding flared sides,leading to the landing.
Open Install acompliant landing atthe top of the curb
ramp.
2010 ADAS 406.4 Moderate $500 $1,000 1/1/2027 Accessible Route Finding
857911
20230416_132307.jpg
9
Estes Park Playground Multiple locations at
flagstone
Accessible Routes Accessible Route Exterior Openings Greater Than 1/2 Inch NA 40.3768726 105.5206284 2" The route contains openings greater than 1/2 inch.
Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch diameter.Elongated
openings shall beplaced so that the long dimension isperpendicular tothe dominant direction of travel.
Open Repair the walkway toeliminate openings and
tripping hazard.
2010 ADAS 302.3 Important $250 $500 1/1/2026 Accessible Route Finding
857912
20230416_132646.jpg
Accessible Route Finding
857912
20230416_132649.jpg
10
Estes Park Playground Drinking Fountains Accessible Route General Requirements Low Fountain NA NA 40.3768726 105.5206284 Not a high low drinking
fountain
The wheelchair accessible drinking fountain is noncompliant.
Spout outlets shall be36inches maximum above the finish floor orground and be located 15inches minimum from the
vertical support and 5 inches maximum from the front edge of the unit,including bumpers.The spout shall provide a
flow ofwater atleast 4inches high minimum and shall belocated 5 inches maximum from the front ofthe unit.The
angle of the water stream shall be measured horizontally relative to the front face of the unit.Where spouts are located
less than 3 inches ofthe front ofthe unit,the angle of the water stream shall be30 degrees maximum.Where spouts are
located between 3 inches and 5 inches maximum from the front of the unit,the angle of the water stream shall be 15
degrees maximum.On an accessible drinking fountain with around oroval bowl,the spout must bepositioned so the
flow of water is within 3 inches of the front edge of the fountain.
Open Provide ahigh and low drinking fountain at the park. 2010 ADAS 602.1 Important $2,500 $4,000 1/1/2026 Accessible Route Finding
857913
20230416_132716.jpg
11
Estes Park Playground To Women'sRestroom Accessible Routes Accessible Route Exterior Slope Running General Exceeds 5%NA 40.3768726 105.5206284 0.1085 The accessible route onthe site has running slopes greater than 5percent and has not been constructed asa ramp i.e.
handrails,edge protecon,etc.).
When the slope inthe direction oftravel of any walk exceeds 1unit vertical in20units horizontal 5 percent slope),it
must beconstructed asaramp.Surface cross slopes must not exceed one unit vertical in 48units horizontal 2 percent
slope).
Open Reconfigure walkway to Women'sRestroom.The
walkway can beconverted into aramp if the running
slope does not exceed 8.3%.
2010 ADAS 403.3 Moderate $5,000 $10,000 1/1/2027 Accessible Route Finding
857914
20230113_084102.jpg
Accessible Route Finding
857914
20230113_084138.jpg
12
Estes Park Playground Toilet and Bathing Rooms Restrooms Sign Wall Missing NA NA 40.3768726 105.5206284 Located on the door A compliant room idencaon sign is missing on the strike side ofthe door.
Wall signs identifying permanent rooms and spaces ofabuilding shall bea horizontal format and the characters raised
1/32 inch minimum and shall be sans serif uppercase characters a minimum of 5/8 inch and a maximum of 2 inches
high.Contracted Grade 2Braille shall beina horizontal format and shall be placed a minimum of 3/8 inch and a
maximum of 1/2 inch directly below the tactile characters;flush left orcentered.Signs with raised characters orBraille
shall belocated 48inches minimum above the finish floor or ground surface,measured from the baseline ofthe lowest
tactile character and 60 inches maximum above the finish floor or ground surface,measured from the baseline of the
highest tactile character.
Open Relocate the restroom signage to the latch side of
the door.
2010 ADAS 216.2 High $0 $0 1/1/2025 Accessible Parking Finding
858734
20230416_130646.jpg
13
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Compartment Doors Handle Missing One Side 40.3768726 105.5206284 Missing on outside The water closet compartment is missing a loop handle on the one side ofthe door.
Water closet compartments must be equipped with a door that has a loop or U shaped handle on both sides of the door
near the latch.The latch must beflip over style,sliding or other hardware not requiring the user to grasp or twist.
Open Install aloop handle on both sides of the toilet
compartment.
2010 ADAS 604.8.1.2 High $25 $50 1/1/2025 Restrooms Finding 857916
20230113_084513.jpg
14
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Compartment Width Less Than 60 Inches NA 40.3768726 105.5206284 40" The toilet compartment is not wide enough.
Wheelchair accessible compartments shall be60inches wide minimum measured perpendicular to the side wall,and 56
inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets
measured perpendicular to the rear wall.
Open Reconfigure the restroom to provide aminimum of
60"width for the accessible toilet compartment.
2010 ADAS 604.8.1.1 Important $5,000 $7,500 1/1/2026 Restrooms Finding 857917
20230113_084526.jpg
15
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Toilet to Wall or Partition NA NA 40.3768726 105.5206284 22" The toilet is not located within the range allowed from the side wall or paron.
The centerline of the toilet must be 16 to 18 inches from the side wall.
Open Relocate the toilet so that itisbetween 16"18"from
the side wall or partition wall using anoffset toilet
flange.
2010 ADAS 604.2 Important $500 $1,000 1/1/2026 Restrooms Finding 857919
20230113_084538.jpg
16
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Grab Bars Rear Grab Bar Missing 40.3768726 105.5206284 No rear grab bar The rear grab bar is missing.
Grab bars shall beinstalled inahorizontal position,33 inches minimum and 36inches maximum above the finish floor
measured to the top ofthe gripping surface and the space between the grab bar and the top ofthe tank any
obstruction)shall be1 1/2 inches minimum.
Open Install a36"rear grab bar.See figure provided for
mounting requirements.
2010 ADAS 609.4 High $50 $75 1/1/2025 Restrooms Finding 857920
20230113_084526.jpg
17
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Coat Hook Reach NA NA 40.3768726 105.5206284 62" The coat hook is installed greater than 48 inches above the nished oor.
Where a forward reach is unobstructed,the high forward reach shall be 48 inches maximum above the finished floor.
Open Lower the coat hook 2010 ADAS 308.2.1 High $0 $0 1/1/2025 Restrooms Finding 857921
20230113_084607.jpg
18
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Dispenser Location Toilet Paper Distance From Toilet 40.3768726 105.5206284 2" The toilet paper is not installed within the compliant range in front of the toilet.
Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front ofthe water closet measured tothe
centerline of the dispenser.The outlet of the dispenser shall be 15inches minimum and 48 inches maximum above the
finish floor and shall not be located behind grab bars.Dispensers shall not beofa type that controls delivery orthat
does not allow continuous paper flow.There shall beaclearance of11/2inches minimum below the grab bar.
Open Relocate the toilet paper dispenser. 2010 ADAS 604.7 High $0 $0 1/1/2025 Restrooms Finding 857922
20230113_084613.jpg
19
Estes Park Playground Toilet and Bathing Rooms Restrooms Sign Wall Missing NA NA 40.3768726 105.5206284 Located on the door A compliant room idencaon sign is missing on the strike side ofthe door.
Wall signs identifying permanent rooms and spaces ofabuilding shall bea horizontal format and the characters raised
1/32 inch minimum and shall be sans serif uppercase characters a minimum of 5/8 inch and a maximum of 2 inches
high.Contracted Grade 2Braille shall beina horizontal format and shall be placed a minimum of 3/8 inch and a
maximum of 1/2 inch directly below the tactile characters;flush left or centered.Signs with raised characters or Braille
shall belocated 48inches minimum above the finish floor or ground surface,measured from the baseline ofthe lowest
tactile character and 60 inches maximum above the finish floor or ground surface,measured from the baseline of the
highest tactile character.
Open Relocate the restroom signage to the latch side of
the door.
2010 ADAS 216.2 High $0 $0 1/1/2025 Restrooms Finding 857923
20230113_084228.jpg
20
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Compartment Doors Handle Missing Both Sides 40.3768726 105.5206284 Missing on both sides The water closet compartment is missing a loop handle on both sides of the door.
Water closet compartments must be equipped with a door that has aloop or U shaped handle onboth sides ofthe door
immediately below the latch.The latch must be flip over style,sliding orother hardware not requiring the user tograsp
or twist.
Open Install a loop handle on both sides of the toilet
compartment.
2010 ADAS 604.8.1.2 High $25 $50 1/1/2025 Restrooms Finding 857924
20230113_084242.jpg
21
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Compartment Width Less Than 60 Inches NA 40.3768726 105.5206284 42" The toilet compartment is not wide enough.
Wheelchair accessible compartments shall be60inches wide minimum measured perpendicular to the side wall,and 56
inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets
measured perpendicular to the rear wall.
Open Reconfigure the restroom to provide aminimum of
60"width for the accessible toilet compartment.
2010 ADAS 604.8.1.1 Important $5,000 $7,500 1/1/2026 Restrooms Finding 857925
20230113_084300.jpg
22
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Toilet to Wall or Partition NA NA 40.3768726 105.5206284 21" The toilet is not located within the range allowed from the side wall orparon.
The centerline of the toilet must be 16 to 18 inches from the side wall.
Open Relocate the toilet so that itisbetween 16"18"from
the side wall or partition wall using anoffset toilet
flange.
2010 ADAS 604.2 Important $500 $1,000 1/1/2026 Restrooms Finding 857926
20230113_084309.jpg
23
Estes Park Playground Toilet and Bathing Rooms Restrooms Toilet Grab Bars Rear Grab Bar Missing 40.3768726 105.5206284 No rear grab bar The rear grab bar is missing.
Grab bars shall beinstalled inahorizontal position,33 inches minimum and 36inches maximum above the finish floor
measured to the top of the gripping surface and the space between the grab bar and the top of the tank any
obstruction)shall be1 1/2 inches minimum.
Open Install a36"rear grab bar.See figure provided for
mounting requirements.
2010 ADAS 609.4 High $50 $75 1/1/2025 Restrooms Finding 857927
20230113_084247.jpg
24
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Coat Hook Reach NA NA 40.3768726 105.5206284 62" The coat hook is installed greater than 48 inches above the nished oor.
Where a forward reach is unobstructed,the high forward reach shall be 48 inches maximum above the finished floor.
Open Relocate the coat hook. 2010 ADAS 308.2.1 High $0 $0 1/1/2025 Restrooms Finding 857928
20230113_084346.jpg
25
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Dispenser Location Toilet Paper Distance From Toilet 40.3768726 105.5206284 0" The toilet paper is not installed within the compliant range in front ofthe toilet.
Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front ofthe water closet measured tothe
centerline of the dispenser.The outlet of the dispenser shall be 15 inches minimum and 48 inches maximum above the
finish floor and shall not be located behind grab bars.Dispensers shall not beofa type that controls delivery orthat
does not allow continuous paper flow.There shall be a clearance of 1 1/2 inches minimum below the grab bar.
Open Relocate the toilet paper dispenser. 2010 ADAS 604.7 High $0 $0 1/1/2025 Restrooms Finding 857929
20230113_084324.jpg
26
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Baby Changing Table Too High Open NA 40.3768726 105.5206284 35" The baby changing table is too high when folded down.
The tops of baby changing surfaces shall be 28 inches minimum and 34 inches maximum above the finish floor or
ground.
Open Lower the baby changing table. 2010 ADAS 902.3 High $0 $0 1/1/2025 Restrooms Finding 857930
20230113_084336.jpg
27
Estes Park Playground Toilet and Bathing Rooms Restrooms Accessories Mirror Height General) NA NA 40.3768726 105.5206284 43" The mirror is mounted above the maximum allowable height.
Mirrors must have the bottom edge ofthe reflecting surface amaximum of40 inches above the floor ifabove a sink or
counter.Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting
surface 35inches maximum above the finish floor orground.
Open Lower the mirror. 2010 ADAS 603.3 High $0 $0 1/1/2025 Restrooms Finding 857931
20230113_084411.jpg
1
Estes Park Parking Garage Parking Off Street Accessible Parking Parking Space Striping Dilapidated NA 40.3780799 105.5141185 Faded striping The striping and markings for the accessible parking stall,loading/unloading access aisle are dilapidated and in need of
repair and/or maintenance.
Open Re stripe the accessible parking stalls and access
aisles
2010 ADAS 502.3.3 High $350 $500 1/1/2025 Accessible Parking Finding
857932
20230416_143859.jpg
Accessible Parking Finding
857932
20230416_144106.jpg
2
Estes Park Parking Garage Atrear of parking stall Accessible Routes Accessible Parking Exterior Openings Greater Than 1/2 Inch NA 40.3780799 105.5141185 1" The route contains openings greater than 1/2 inch.
Openings in floor or ground surfaces shall not allow passage of asphere more than 1/2 inch diameter.Elongated
openings shall beplaced so that the long dimension isperpendicular tothe dominant direction of travel.
Open Install sealant toeliminate opening. 2010 ADAS 302.3 High $50 $75 1/1/2025 Accessible Parking Finding
857933
20230416_144117.jpg
3
Estes Park Parking Garage Parking Off Street Accessible Parking Parking Space Width Minimum Width 8 Feet NA 40.3780799 105.5141185 70"due to bollard and stone
column
The accessible parking stall is not wide enough.
Each parking space must be at least 8 feet wide and shall be marked to dene the width.
Alternavely,the stall can be 11 feet wide minimum with a 5 foot wide minimum access aisle.
The measurements of parking spaces and access aisles shall be made from the centerline of the markings.Where the
parking space is not adjacent toanother parking space oraccess aisle,the measurement shall bepermitted to include
the full width of the line defining the parking space.
Open Remove this accessible parking stall.There are
roughly 480 parking stalls that can beassociated
with this parking garage.The parking garage is
required to have 9 total accessible parking stalls with
2 of the 9 stalls being designated as van accessible.
The parking garage currently has 11total accessible
parking stalls with 3 being designated as van
accessible.
2010 ADAS 502.2 High $0 $0 1/1/2025 Accessible Parking Finding
857934
20230416_144409.jpg
Accessible Parking Finding
857934
20230416_144412.jpg
4
Estes Park Parking Garage Curb Ramps Accessible Parking Perpendicular Landing Slope NA 40.3780799 105.5141185 0.0935 The landing ofthe ramp has a slope greater than 2percent.
Landings shall have a slope of less than 1:48 2percent)in any direction.
Open Regrade the top landing of the curb ramp,sothat
the running slope and cross slope does not exceed
2%.
2010 ADAS 406.4,2010 ADAS
406.4 Exception
Moderate $1,500 $2,500 1/1/2027 Accessible Parking Finding
857935
20230416_143951.jpg
Accessible Parking Finding
857935
20230416_144028.jpg
Accessible Parking Finding
857935
20230416_144034.jpg
5
Estes Park Parking Garage Van Accessible Stall Parking Off Street Accessible Parking Parking Space Signage Height Too Low NA 40.3780799 105.5141185 53" The parking sign is mounted too low.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."Signs shall be 60 inches minimum above the finish floor orground
surface measured to the bottom of the sign.
Open Increase the height ofthe sign. 2010 ADAS 502.6 High $0 $0 1/1/2025 Accessible Parking Finding
857936
20230416_144644.jpg
Accessible Parking Finding
857936
20230416_144630.jpg
6
Estes Park Parking Garage Van Accessible Stall Parking Off Street Accessible Parking Parking Space Signage Height Too Low NA 40.3780799 105.5141185 52" The parking sign is mounted too low.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."Signs shall be60 inches minimum above the finish floor orground
surface measured to the bottom of the sign.
Open Increase the height of the sign. 2010 ADAS 502.6 High $0 $0 1/1/2025 Accessible Parking Finding
858000
20230416_144829.jpg
Accessible Parking Finding
858000
20230416_144804.jpg
7
Estes Park Parking Garage Accessible Routes Accessible Parking Exterior Obstructed Walking Surface Not 36Inches 40.3780799 105.5141185 Bench islocated in the
accessible route
The walking surface is obstructed.A 36inch wide minimum walking surface isrequired. Open Relocate the bench sothat it isnot located inthe
path of travel.
2010 ADAS 403.5.1 High $0 $0 1/1/2025 Accessible Parking Finding
858001
20230416_144734.jpg
8
Estes Park Parking Garage Accessible Routes Accessible Parking Exterior Obstructed Walking Surface Not 36Inches 40.3780799 105.5141185 Bollard at the head of the
access aisles multiple
locations
The walking surface is obstructed.A 36inch wide minimum walking surface isrequired. Open The bollards are within the path oftravel and
impede access tothe exterior accessible route.
Remove bollards at the head of the access aisles.
2010 ADAS 403.5.1 High $0 $0 1/1/2025 Accessible Parking Finding
858002
20230416_145027.jpg
Accessible Parking Finding
858002
20230416_145203.jpg
Accessible Parking Finding
858002
20230416_144734.jpg
1
George Hix Memorial
Riverside Plaza
Sensory Garden Accessible Routes Accessible Route Exterior Slope Running General Exceeds 5%NA 40.3760074 105.5217528 0.08 The accessible route onthe site has running slopes greater than 5percent and has not been constructed asa ramp i.e.
handrails,edge protecon,etc.).
When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal 5 percent slope),it
must beconstructed asaramp.Surface cross slopes must not exceed one unit vertical in 48units horizontal 2 percent
slope).
Open Regrade the crusher fines to eliminate excessive
running slopes.
2010 ADAS 403.3 Moderate $500 $750 1/1/2027 Accessible Route Finding
858003
20230416_134941.jpg
Accessible Route Finding
858003
20230416_134945.jpg
Accessible Route Finding
858003
20230416_135015.jpg
Accessible Route Finding
858003
20230416_135019.jpg
2
George Hix Memorial
Riverside Plaza
To upper area of the plaza Accessible Routes Accessible Route Exterior No Accessible Route Within A Site To Elements) 40.3760074 105.5217528 Steps multiple locations There is no accessible route to the accessible element.
At least one accessible route shall connect accessible buildings,accessible facilities,accessible elements,and accessible
spaces that are on the same site.
Open Provide anaccessible route to the upper area ofthe
plaza.
2010 ADAS 206.2.2 Moderate $1,500 $2,000 1/1/2027 Accessible Route Finding
858004
20230416_135106.jpg
Accessible Route Finding
858004
20230416_135134.jpg
Accessible Route Finding
858004
20230416_135156.jpg
Accessible Route Finding
858004
20230416_135251.jpg
3
George Hix Memorial
Riverside Plaza
Stone bridge Accessible Routes Accessible Route Exterior No Accessible Route Site Arrival From Accessible Parking 40.3760074 105.5217528 6"step There is noaccessible route oftravel from the the accessible parking to the building entrance.
Atleast one accessible route shall beprovided within the site from accessible parking spaces and accessible passenger
loading zones;public streets and sidewalks;and public transportation stops to the accessible building or facility they
serve.
Open Install directional signage to anaccessible route.
There are several accessible routes within the plaza,
this area isnot one ofthem.
2010 ADAS 206.2.1 High $50 $75 1/1/2025 Accessible Route Finding
858005
20230416_135325.jpg
Accessible Route Finding
858005
20230416_135318.jpg
4
George Hix Memorial
Riverside Plaza
Free Book Drop Accessible Routes Accessible Route Exterior No Accessible Route Within A Site To Elements) 40.3760074 105.5217528 No accessible route There is no accessible route to the accessible free book drop.
At least one accessible route shall connect accessible buildings,accessible facilities,accessible elements,and accessible
spaces that are on the same site.
Open Relocate the free book drop to anarea that is
accessible for everyone.
2010 ADAS 206.2.2 High $0 $0 1/1/2025 Accessible Route Finding
858006
20230416_135218.jpg
5
George Hix Memorial
Riverside Plaza
Ataccess aisle Curb Ramps Accessible Route Perpendicular Landing Slope NA 40.3760074 105.5217528 0.059 The landing ofthe ramp has a slope greater than 2percent.
Landings shall have a slope of less than 1:48 2percent)in any direction.
Open Regrade the turning space of the curb ramp,sothat
the running slope does not exceed 2%.
2010 ADAS 406.4,2010 ADAS
406.4Exception
Moderate $1,000 $1,500 1/1/2027 Accessible Route Finding
858009
20230416_135631.jpg
Accessible Route Finding
858009
20230416_135616.jpg
6
George Hix Memorial
Riverside Plaza
Ataccess aisle Curb Ramps Accessible Route Perpendicular Landing Slope NA 40.3760074 105.5217528 0.063 The landing ofthe ramp has a slope greater than 2percent.
Landings shall have a slope of less than 1:48 2 percent)in any direction.
Open Regrade the turning space of the curb ramp,sothat
the running slope does not exceed 2%.
2010 ADAS 406.4,2010 ADAS
406.4Exception
Moderate $1,500 $6,500 1/1/2027 Accessible Route Finding
858010
20230416_135950.jpg
Accessible Route Finding
858010
20230416_135957.jpg
7
George Hix Memorial
Riverside Plaza
Accessible van stall Parking Off Street Accessible Parking Parking Space Signage Van Sign Missing NA 40.3760074 105.5217528 No van signage The van stall is missing a sign idenfying it asa van accessible stall.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."
Open Due tothe size of the accessible parking stall and
access aisle,that stall meets the requirements of a
van accessible parking space.Install Van Accessible"
signage to the existing sign.
2010 ADAS 502.6 High $25 $50 1/1/2025 Accessible Parking Finding
858007
20230416_135500.jpg
Accessible Parking Finding
858007
20230416_135403.jpg
8
George Hix Memorial
Riverside Plaza
Parking Off Street Accessible Parking Parking Lot Number of Spaces Not Enough Accessible Space Single Lot 40.3760074 105.5217528 93 total parking stalls 2
accessible parking stalls
There are not enough accessible stalls.
There are 2 accessible parking stalls including 0 designated for a van.
There should be a minimum of 4accessible parking stalls including aminimum of1van accessible stalls.
Open Install an additional 2 more accessible parking
spaces.
2010 ADAS 208.2 High $750 $1,000 1/1/2025 Accessible Parking Finding
858008
20230416_135500.jpg
Accessible Parking Finding
858008
20230416_135841.jpg
1
Mrs.Walsh's Garden Throughout garden Accessible Routes Accessible Route Exterior Slope Running Cross NA NA 40.3786915 105.5339746 0.15 The accessible route has running slopes greater than 5%and has not been constructed as a ramp i.e.handrails,edge
protecon,etc.).Cross slopes are greater than 2%across the width of the walk.
When the slope in the direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal 5 percent slope),it
must beconstructed asaramp.Surface cross slopes must not exceed 1 unit vertical in48 units horizontal 2 percent
slope).
Open Regrade the walkways throughout the garden.The
running slope cannot exceed 5%and the cross slope
cannot exceed 2%.
2010 ADAS 403.3 Moderate $2,000 $3,000 1/1/2027 Accessible Route Finding
858011
20230416_104520.jpg
Accessible Route Finding
858011
20230416_104525.jpg
Accessible Route Finding
858011
20230416_104635.jpg
Accessible Route Finding
858011
20230416_104638.jpg
Accessible Route Finding
858011
20230416_104711.jpg
Accessible Route Finding
858011
20230416_104715.jpg
2
Mrs.Walsh's Garden Next to bench Assembly Areas Accessible Route Accessible Seating Slope Exceeds 1:48 NA NA 40.3786915 105.5339746 0.034 The wheelchair space slopes greater than 1:48
Slopes not steeper than 1:48are permitted.
Open Regrade the surface adjacent tothe bench. 2010 ADAS 802.1.1Exception High $0 $0 1/1/2025 Accessible Route Finding
858012
20230416_104808.jpg
Accessible Route Finding
858012
20230416_104813.jpg
3
Mrs.Walsh's Garden Pavers Accessible Routes Accessible Route Exterior Slope Cross General Exceeds 2% NA 40.3786915 105.5339746 0.029 The accessible path of travel has cross slopes greater than 2%.
Surface cross slopes shall not exceed one unit vertical in 48 units horizontal 2 percent slope).When the slope in the
direction of travel of any walk exceeds 1 unit vertical in20 units horizontal 5 percent slope),it must be constructed as a
ramp.
Open It is our opinion that the 2.9%cross slopes fall within
conventional industry tolerance.No action required
2010 ADAS 403.3 $0 $0 Accessible Route Finding
858013
20230416_104849.jpg
Accessible Route Finding
858013
20230416_104853.jpg
4
Mrs.Walsh's Garden Dining,Bar and Work
Surfaces
Picnic Tables Table Knee and Toe Clearance Not Provided NA 40.3786915 105.5339746 8" Compliant knee and/ortoe clearance is not provided.
When seating for persons in wheelchairs is provided at fixed tables or counters,knee spaces atleast 27 inches high,30
inches wide,11 inches deep,and toe clearance extending an additional 6 inches at 9 inches high shall be provided.The
toe clearance shall extend 17"minimum under the element.
Open Provide 1 accessible picnic table atBond Park.The
accessible picnic table shall have at minimum depth
of 17"knee and toe clearance.
2010 ADAS 306.2.1 High $500 $750 1/1/2025 Picnic Tables Finding 858014
20230416_104917.jpg
Picnic Tables Finding 858014
20230416_104927.jpg
1
Performance Park Front seating Assembly Areas Amphitheatre Accessible Seating Wheelchair Seating Spaces Firm,Stable,and Slip
Resistant
NA 40.3772979 105.5293258 Grass and pavers The oor surface does not appear to berm,stable,orslip resistant.
The wheelchair space floor and ground surfaces shall be stable,firm,and slip resistant.
Open Provide asection in the front seating area that is
connected to anaccessible route that is firm,stable
and slip resistant not grass).
2010 ADAS 302.1 Moderate $500 $750 1/1/2027 Amphitheatre Finding
858015
20230416_111543.jpg
2
Performance Park Toseating area at pavers Accessible Routes Amphitheatre Exterior Slope Cross General Exceeds 2% NA 40.3772979 105.5293258 0.0435 The accessible path of travel has cross slopes greater than 2%.
Surface cross slopes shall not exceed one unit vertical in48 units horizontal 2 percent slope).When the slope in the
direction of travel of any walk exceeds 1 unit vertical in 20 units horizontal 5 percent slope),it must be constructed as a
ramp.
Open Regrade the walkway tothe seating at the pavers. 2010 ADAS 403.3 Moderate $3,600 $4,800 1/1/2027 Amphitheatre Finding
858016
20230416_111827.jpg
Amphitheatre Finding
858016
20230416_111832.jpg
Amphitheatre Finding
858016
20230416_111841.jpg
Amphitheatre Finding
858016
20230416_111846.jpg
3
Performance Park Accessible Routes Amphitheatre Exterior Change inElevation Greater Than 1/4 inch Walkway 40.3772979 105.5293258 1"multiple locations The walkway contains abrupt vercal edges and/or variaons over 1/4inch.
1/4 inch is the maximum vercal rise.Changes in level between 1/4 inch and 1/2 inch must be beveled at 1:2 or less.
Changes in level greater than 1/2 inch must bebyway ofaramp.
Open Remove existing flagstone,level surface and re
install flagstone to eliminate tripping hazard.
2010 ADAS 303.2,2010 ADAS
303.3
Important $150 $300 1/1/2026 Amphitheatre Finding
858017
20230416_111754.jpg
Amphitheatre Finding
858017
20230416_111721.jpg
4
Performance Park Drinking Fountains Restrooms Knee Clearance NA NA NA 40.3772979 105.5293258 26.25" There is not enough knee clearance under the drinking fountain.
The drinking fountain must have a clear knee space between the bottom ofthe drinking fountain and the floor not less
than 27 inches in height,30 inches in width,and 8 inches in depth.
Open Increase the height ofthe lowered drink fountain so
that there is a minimum of 27"of knee clearance.
2010 ADAS 602.2 Important $500 $750 1/1/2026 Restrooms Finding 858037
20230416_110030.jpg
5
Performance Park Accessible Routes Restrooms Exterior Slope Running General Exceeds 5%NA 40.3772979 105.5293258 0.068 The accessible route on the site has running slopes greater than 5 percent and has not been constructed as a ramp i.e.
handrails,edge protecon,etc.).
When the slope inthe direction oftravel of any walk exceeds 1unit vertical in20units horizontal 5 percent slope),it
must be constructed as a ramp.Surface cross slopes must not exceed one unit vertical in 48 units horizontal 2 percent
slope).
Open Regrade the walkway so that the running slope does
not exceed 5%.
2010 ADAS 403.3 Moderate $2,500 $4,000 1/1/2027 Restrooms Finding 858038
20230416_111431.jpg
Restrooms Finding 858038
20230416_111452.jpg
6
Performance Park Left stall atrestroom Parking Off Street Accessible Parking Parking Space Slope Cross Exceeds 2% NA 40.3772979 105.5293258 0.038 The cross slope narrow dimension)of the parking stall exceeds 2%.
The running and cross slope in anaccessible parking stall and the access aisle must not exceed 2%.
Open Regrade the parking stall sothat the cross and
running slope do not exceed 2%.
2010 ADAS 502.4 Moderate $1,500 $2,000 1/1/2027 Accessible Parking Finding
858018
20230416_111007.jpg
Accessible Parking Finding
858018
20230416_111012.jpg
7
Performance Park At restrooms Parking Off Street Accessible Parking Access Aisle Slope Cross Exceeds 2% NA 40.3772979 105.5293258 0.0375 The cross slope short dimension)of the access aisle exceeds 2%.
The cross slope in an accessible parking stall and the access aisle must not exceed 2%.
Open Regrade the access aisle sothat the cross and
running slope do not exceed 2%.
2010 ADAS 502.4 Moderate $500 $750 1/1/2027 Accessible Parking Finding
858019
20230416_111046.jpg
Accessible Parking Finding
858019
20230416_111052.jpg
8
Performance Park Right stall atrestroom Parking Off Street Accessible Parking Parking Space Slope Cross Exceeds 2% NA 40.3772979 105.5293258 2.95%. The cross slope narrow dimension)of the parking stall exceeds 2%.
The running and cross slope in anaccessible parking stall and the access aisle must not exceed 2%.
Open It isour opinion that the 2.95%cross slope falls
within conventional industry tolerance.
2010 ADAS 502.4 $0 $0 Accessible Parking Finding
858020
20230416_111125.jpg
Accessible Parking Finding
858020
20230416_111130.jpg
9
Performance Park Facing the River Parking Off Street Accessible Parking Parking Space Slope Cross Exceeds 2% NA 40.3772979 105.5293258 0.0295 The cross slope narrow dimension)of the parking stall exceeds 2%.
The running and cross slope in an accessible parking stall and the access aisle must not exceed 2%.
Open It isour opinion that the 2.95%cross slope falls
within conventional industry tolerance.
2010 ADAS 502.4 $0 $0 Accessible Parking Finding
858021
20230416_111243.jpg
Accessible Parking Finding
858021
20230416_111251.jpg
10
Performance Park Facing the River Parking Off Street Accessible Parking Access Aisle Slope Cross Exceeds 2% NA 40.3772979 105.5293258 0.0275 The cross slope short dimension)ofthe access aisle exceeds 2%.
The cross slope inan accessible parking stall and the access aisle must not exceed 2%.
Open It isour opinion that the 2.75%cross slope falls
within conventional industry tolerance.
2010 ADAS 502.4 $0 $0 Accessible Parking Finding
858023
20230416_111222.jpg
Accessible Parking Finding
858023
20230416_111227.jpg
11
Performance Park Facing the River Parking Off Street Accessible Parking Parking Space Signage Van Sign Missing NA 40.3772979 105.5293258 No sign The van stall is missing a sign idenfying it asa van accessible stall.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."
Open Install ADA parking signage along with Van
Accessible"signage since this accessible space meets
the requirements ofavan accessible stall.
2010 ADAS 502.6 High $50 $75 1/1/2025 Accessible Parking Finding
858024
20230416_111148.jpg
12
Performance Park Red Building Parking Off Street Accessible Parking Access Aisle Slope Cross Exceeds 2% NA 40.3772979 105.5293258 0.0375 The cross slope short dimension)of the access aisle exceeds 2%.
The cross slope in an accessible parking stall and the access aisle must not exceed 2%.
Open Regrade the access aisle sothat the cross and
running slopes do not exceed 2%.
2010 ADAS 502.4 Moderate $1,500 $2,000 1/1/2027 Accessible Parking Finding
858025
20230416_141826.jpg
Accessible Parking Finding
858025
20230416_141831.jpg
13
Performance Park Red Building Parking Off Street Accessible Parking Parking Space Signage Van Sign Missing NA 40.3772979 105.5293258 No van signage The van stall ismissing a sign idenfying it asa van accessible stall.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."
Open This accessible parking stall meets the requirements
for a van accessible stall.Install Van Accessible"
signage.
2010 ADAS 502.6 High $50 $75 1/1/2025 Accessible Parking Finding
858026
20230416_141750.jpg
14
Performance Park Signs Restrooms Wall Sign Noncompliant NA NA 40.3772979 105.5293258 No Braille or Tactile
characters
The room idencaon sign is noncompliant.
Wall signs identifying permanent rooms and spaces of a building shall be in a horizontal format and the characters
raised 1/32 inch minimum and shall besans serif uppercase characters aminimum of5/8inch and amaximum of2
inches high.
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.
Signs with raised characters orBraille shall belocated 48 inches minimum above the finish floor orground surface,
measured from the baseline of the lowest tactile character and 60 inches maximum above the finish floor or ground
surface,measured from the baseline of the highest tactile character.
Open Install new signage that includes the ISA symbol,
Braille and tactile characters.
2010 ADAS 216.2,2010 ADAS
703.1
High $50 $75 1/1/2025 Restrooms Finding 858027
20230416_105724.jpg
15
Performance Park Toilet and Bathing Rooms Restrooms Lavatory Rim Height NA NA 40.3772979 105.5293258 34.75" The top rim ofthe lavatory is too high.
Alllavatories that are designated tobe accessible shall bea minimum 17 inches in horizontal depth and mounted with
the rim or counter edge no higher than 34 inches above the finished floor.
Open Install aflush mount sink to eliminate barrier. 2010 ADAS 606.3 Important $250 $300 1/1/2026 Restrooms Finding 858028
20230416_105422.jpg
16
Performance Park Toilet and Bathing Rooms Restrooms Accessories Dispenser Location Toilet Paper Distance From Toilet 40.3772979 105.5293258 14" The toilet paper is not installed within the compliant range in front of the toilet.
Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front ofthe water closet measured tothe
centerline of the dispenser.The outlet of the dispenser shall be 15inches minimum and 48 inches maximum above the
finish floor and shall not be located behind grab bars.Dispensers shall not be of a type that controls delivery orthat
does not allow continuous paper flow.There shall beaclearance of11/2inches minimum below the grab bar.
Open Relocate the toilet paper dispenser. 2010 ADAS 604.7 High $0 $0 1/1/2025 Restrooms Finding 858029
20230416_105558.jpg
17
Performance Park Toilet and Bathing Rooms Restrooms Toilet Compartment Doors Handle Missing One Side 40.3772979 105.5293258 Missing on the outside The water closet compartment is missing a loop handle on the one side ofthe door.
Water closet compartments must beequipped with adoor that has aloop or U shaped handle onboth sides ofthe door
near the latch.The latch must be flip over style,sliding or other hardware not requiring the user to grasp or twist.
Open Install aloop handle on the outside of the toilet
compartment door.
2010 ADAS 604.8.1.2 High $25 $50 1/1/2025 Restrooms Finding 858030
20230416_105631.jpg
18
Performance Park Toilet and Bathing Rooms Restrooms Accessories Coat Hook Reach NA NA 40.3772979 105.5293258 50" The coat hook is installed greater than 48 inches above the nished oor.
Where a forward reach is unobstructed,the high forward reach shall be48 inches maximum above the finished floor.
Open Lower the coat hook. 2010 ADAS 308.2.1 High $0 $0 1/1/2025 Restrooms Finding 858031
20230416_105636.jpg
19
Performance Park Toilet and Bathing Rooms Restrooms Accessories Baby Changing Table Too High Open NA 40.3772979 105.5293258 35.5" The baby changing table is too high when folded down.
The tops ofbaby changing surfaces shall be 28inches minimum and 34 inches maximum above the finish floor or
ground.
Open Lower the baby changing table. 2010 ADAS 902.3 High $0 $0 1/1/2025 Restrooms Finding 858032
20230416_105701.jpg
20
Performance Park Signs Restrooms Wall Sign Noncompliant NA NA 40.3772979 105.5293258 No Braille or Tactile
characters
The room idencaon sign is noncompliant.
Wall signs identifying permanent rooms and spaces of a building shall be in a horizontal format and the characters
raised 1/32 inch minimum and shall besans serif uppercase characters aminimum of5/8inch and amaximum of2
inches high.
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.
Signs with raised characters orBraille shall belocated 48 inches minimum above the finish floor orground surface,
measured from the baseline of the lowest tactile character and 60inches maximum above the finish floor orground
surface,measured from the baseline of the highest tactile character.
Open Install new signage that includes the ISA symbol,
Braille and tactile characters.
2010 ADAS 216.2,2010 ADAS
703.1
High $50 $75 1/1/2025 Accessible Parking Finding
858734
20230416_130646.jpg
21
Performance Park Toilet and Bathing Rooms Restrooms Lavatory Pipe Insulation NA NA 40.3772979 105.5293258 No pipe insulation The water and drain pipes under the lavatory are not adequately insulated.
Water supply and drain pipes under lavatories and sinks shall be insulated orotherwise configured toprotect against
contact.There shall be no sharp or abrasive surfaces under lavatories and sinks.
Open Install insulation over the pipes toprevent burns. 2010 ADAS 606.5 High $25 $50 1/1/2025 Restrooms Finding 858034
20230416_105758.jpg
22
Performance Park Toilet and Bathing Rooms Restrooms Accessories Baby Changing Table Too High Open NA 40.3772979 105.5293258 37" The baby changing table is too high when folded down.
The tops of baby changing surfaces shall be 28 inches minimum and 34 inches maximum above the finish floor or
ground.
Open Lower the baby changing table. 2010 ADAS 902.3 High $0 $0 1/1/2025 Restrooms Finding 858035
20230416_105948.jpg
23
Performance Park Toilet and Bathing Rooms Restrooms Accessories Coat Hook Reach NA NA 40.3772979 105.5293258 51" The coat hook is installed greater than 48 inches above the nished oor.
Where aforward reach isunobstructed,the high forward reach shall be48 inches maximum above the finished floor.
Open Lower the coat hook. 2010 ADAS 308.2.1 High $0 $0 1/1/2025 Restrooms Finding 858036
20230416_105957.jpg
1
Tregent Park Ramps Not Curb Ramps) Accessible Route Slope Exceeds 8.33% NA NA 40.3765547 105.5265898 9.45%running slope,3.8%
cross slope
The ramps exceeds the maximum running slope direcon oftravel)allowable of 8.33%.
Ramps should have the least possible slope but in no case more than 8.3%1:12).
Open The ramp has excessive running and cross slopes.
Redesign and replace the ramp with one that has
compliant running and cross slopes.
2010 ADAS 405.2 Moderate $5,000 $7,000 1/1/2027 Accessible Route Finding
858608
20230416_112846.jpg
Accessible Route Finding
858608
20230416_112850.jpg
Accessible Route Finding
858608
20230416_112955.jpg
Accessible Route Finding
858608
20230416_112959.jpg
2
Tregent Park Ramps Not Curb Ramps) Accessible Route Handrail Missing NA NA 40.3765547 105.5265898 No handrails The ramp does not have compliant handrails.
Handrails are required on both sides ofallsurfaces that are sloped greater than 5 percent 1:20).Handrails must be
between 34inches and 38inches above the ramp surface,must extend 12inches beyond the top and bottom of the
ramp and be parallel to the floor or ground surface.The diameter of the handrails must bebetween 11/4inches and 2
inches incross sectional nominal dimension for circular handrails.Handrail gripping surfaces with a non circular cross
section shall have a perimeter dimension of 4 inches minimum and 6 1/4 inches maximum,and a cross section
dimension of21/4inches maximum.The space between handrails and walls must be 11/2 inches minimum.
Open Since the ramp will need tobereplaced inthe future
due toexcessive slopes,we recommend installing
handrails on both sides of the ramp when the new
ramp isconstructed.
2010 ADAS 505.1 Moderate $1,500 $2,500 1/1/2027 Accessible Route Finding
858609
20230416_112910.jpg
3
Tregent Park Accessible Routes Accessible Route Exterior Change inElevation 1/2 Inch Or Greater Beveled 40.3765547 105.5265898 1" The walkway contains abrupt vertical edges and/orvariations between 1/4inch and 1/2 inch that are not beveled
correctly.
1/4 inch is the maximum vercal rise.Changes in level between 1/4 inch and 1/2 inch must be beveled at 1:2 or less.
Changes in level greater than 1/2 inch must be by way of a ramp.
Open Grind down the vertical surface discontinuities to
eliminate the tripping hazard.
2010 ADAS 303.2,2010 ADAS
303.3
High $75 $150 1/1/2025 Accessible Route Finding
858610
20230416_112859.jpg
4
Tregent Park Accessible Routes Accessible Route Exterior Change in Elevation 1/2 Inch Or Greater Beveled 40.3765547 105.5265898 1" The walkway contains abrupt vertical edges and/or variations between 1/4inch and 1/2 inch that are not beveled
correctly.
1/4 inch is the maximum vercal rise.Changes in level between 1/4inch and 1/2 inch must be beveled at 1:2or less.
Changes inlevel greater than 1/2inch must bebyway ofaramp.
Open Grind down the vertical surface discontinuities to
eliminate the tripping hazard.
2010 ADAS 303.2,2010 ADAS
303.3
High $75 $150 1/1/2025 Accessible Route Finding
858612
20230416_113125.jpg
5
Tregent Park Dog Bags Reach Ranges Accessible Route Side orFront High Unobstructed NA 40.3765547 105.5265898 62" The dog bag dispenser is posioned too high for either a side orfront approach.
Where aclear floor orground space allows aparallel approach to anelement and the side reach isunobstructed,the
high side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor or
ground.
Where aforward reach isunobstructed,the high forward reach shall be48 inches maximum and the low forward reach
shall be 15 inches minimum above the finish floor or ground.
Open Lower and relocate the dog bag dispenser.Itis too
high and obstructed by the trash bin.
2010 ADAS 308.1 High $0 $0 1/1/2025 Accessible Route Finding
858613
20230416_113137.jpg
6
Tregent Park Curb Ramps Accessible Route Slope Running Exceeds 8.33% NA NA 40.3765547 105.5265898 0.1465 The curb ramp exceeds the maximum running slope parallel to the direcon of travel)allowable of8.33%.
Curb ramps should have the least possible slope but in no case more than 8.33%1:12).
Open Reconstruct curb ramp to provide arunning slope
grade less than orequal to 8.3%.
2010 ADAS 406.1 Moderate $2,000 $2,500 1/1/2027 Accessible Route Finding
858640
20230416_113409.jpg
Accessible Route Finding
858640
20230416_113414.jpg
7
Tregent Park Parking Off Street Accessible Parking Parking Space Signage Van Sign Missing NA 40.3765547 105.5265898 No van accessible sign The van stall is missing a sign idenfying it asa van accessible stall.
Parking space identification signs shall include the International Symbol of Accessibility.Signs identifying van parking
spaces shall contain the designation van accessible."
Open This accessible parking stall meets the requirements
for a van accessible parking stall.Install Van
Accessible"signage.
2010 ADAS 502.6 $50 $75 Accessible Parking Finding
858619
20230416_113325.jpg
8
Tregent Park Parking Off Street Accessible Parking Access Aisle Width Van NA 40.3765547 105.5265898 90"due to trash bin in access
aisle
The access aisle is not a minimum 8 feet to the centerline ofthe stripe.
The accessible parking stall access aisle must be a minimum of 8 feet wide measured from centerline to centerline.
Where parking spaces or access aisles are not adjacent to another parking space or access aisle,measurements shall be
permied to include the full width ofthe line dening the parking space oraccess aisle.
Alternatively,the stall can be 11 feet wide and the access aisle may be 5 feet wide.
Open Relocate the trash bin out of the access aisle. 2010 ADAS 502.2 Exception High $0 $0 1/1/2025 Accessible Parking Finding
858622
20230416_113439.jpg
9
Tregent Park Parking Off Street Accessible Parking Parking Lot Number ofSpaces No Van Accessible Stalls NA 40.3765547 105.5265898 No Van Accessible Stalls in
Lot
There are no van accessible parking stalls.
1 in every 6,minimum ofone,required accessible stalls must be a van accessible stall.
There are a total of XX)parking stalls inthe parking lot that could be reasonably associated with this facility.There
should be aminimum of XX)accessible stalls with a minimum of XX)being designed asvan accessible.
Open Restripe the parking area and convert the existing
parking stall into a van accessible stall.
2010 ADAS 208.2,2010 ADAS
208.2.4
High $350 $500 1/1/2025 Accessible Parking Finding
858625
20230416_113531.jpg
10
Tregent Park Parking Off Street Accessible Parking Parking Space Slope Running Exceeds 2% NA 40.3765547 105.5265898 0.0515 The running slope long dimension)ofthe accessible parking stall exceeds 2%.
The running slope in an accessible parking stall and the access aisle must not exceed 2%.
Open Regrade the parking stall sothat the cross and
running slope do not exceed 2%.
2010 ADAS 502.4 Moderate $1,500 $2,000 1/1/2027 Accessible Parking Finding
858635
20230416_113531.jpg
Accessible Parking Finding
858635
20230416_113537.jpg
11
Tregent Park Parking Off Street Accessible Parking Access Aisle Slope Running Exceeds 2% NA 40.3765547 105.5265898 0.06 The running slope ofthe access aisle long dimension)exceeds 2%.
The running slope in anaccessible parking stall and the access aisle must not exceed 2%.
Open Regrade the access aisle sothat the running and
cross slope do not exceed 2%.
2010 ADAS 502.4 Moderate $500 $750 1/1/2027 Accessible Parking Finding
858637
20230416_113546.jpg
Accessible Parking Finding
858637
20230416_113551.jpg
12
Tregent Park Toilet and Bathing Rooms Restrooms Sign Wall Missing NA NA 40.3765547 105.5265898 Located on door A compliant room idencaon sign is missing on the strike side of the door.
Wall signs identifying permanent rooms and spaces of a building shall be a horizontal format and the characters raised
1/32 inch minimum and shall be sans serif uppercase characters a minimum of 5/8 inch and a maximum of 2 inches
high.Contracted Grade 2 Braille shall be in a horizontal format and shall be placed a minimum of 3/8 inch and a
maximum of1/2inch directly below the tactile characters;flush left orcentered.Signs with raised characters orBraille
shall belocated 48inches minimum above the finish floor or ground surface,measured from the baseline ofthe lowest
tactile character and 60 inches maximum above the finish floor or ground surface,measured from the baseline ofthe
highest tactile character.
Open Relocate the restrooms sign to the latch side of the
door.
2010 ADAS 216.2 High $0 $0 1/1/2025 Restrooms Finding 858660
20230113_083456.jpg
13
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Compartment Doors Handle Missing Both Sides 40.3765547 105.5265898 Missing on both sides of
door
The water closet compartment is missing a loop handle on both sides ofthe door.
Water closet compartments must beequipped with adoor that has aloop or U shaped handle onboth sides ofthe door
immediately below the latch.The latch must be flip over style,sliding or other hardware not requiring the user to grasp
or twist.
Open Install aloop handle on both sides of the
compartment door.
2010 ADAS 604.8.1.2 High $25 $50 1/1/2025 Restrooms Finding 858664
20230113_083526.jpg
14
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Compartment Width Less Than 60 Inches NA 40.3765547 105.5265898 46" The toilet compartment is not wide enough.
Wheelchair accessible compartments shall be60inches wide minimum measured perpendicular to the side wall,and 56
inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets
measured perpendicular to the rear wall.
Open Reconfigure the restroom to provide aminimum of
60"width for the accessible toilet compartment.
2010 ADAS 604.8.1.1 Important $5,000 $7,500 1/1/2026 Restrooms Finding 858667
20230113_083535.jpg
15
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Toilet to Wall or Partition NA NA 40.3765547 105.5265898 22" The toilet is not located within the range allowed from the side wall or paron.
The centerline of the toilet must be 16 to 18 inches from the side wall.
Open Relocate the toilet so that itisbetween 16"18"from
the side wall or partition wall.
2010 ADAS 604.2 Important $500 $1,000 1/1/2026 Restrooms Finding 858674
20230113_083552.jpg
16
Tregent Park Toilet and Bathing Rooms Restrooms Accessories Dispenser Location Toilet Paper Distance From Toilet 40.3765547 105.5265898 0" The toilet paper is not installed within the compliant range in front of the toilet.
Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front ofthe water closet measured tothe
centerline of the dispenser.The outlet of the dispenser shall be 15 inches minimum and 48 inches maximum above the
finish floor and shall not be located behind grab bars.Dispensers shall not beofa type that controls delivery orthat
does not allow continuous paper flow.There shall be a clearance of 1 1/2 inches minimum below the grab bar.
Open Relocate the toilet paper dispenser. 2010 ADAS 604.7 High $0 $0 1/1/2025 Restrooms Finding 858678
20230113_083613.jpg
17
Tregent Park Toilet and Bathing Rooms Restrooms Lavatory Rim Height NA NA 40.3765547 105.5265898 35" The top rim of the lavatory is too high.
All lavatories that are designated to be accessible shall be a minimum 17 inches in horizontal depth and mounted with
the rim or counter edge no higher than 34inches above the finished floor.
Open Lower the lavatory so that the top of the sink rim
does not exceed 34".
2010 ADAS 606.3 Important $1,500 $2,000 1/1/2026 Restrooms Finding 858680
20230113_083633.jpg
18
Tregent Park Toilet and Bathing Rooms Restrooms Lavatory Pipe Insulation NA NA 40.3765547 105.5265898 No pipe insulation The water and drain pipes under the lavatory are not adequately insulated.
Water supply and drain pipes under lavatories and sinks shall be insulated orotherwise configured toprotect against
contact.There shall be no sharp or abrasive surfaces under lavatories and sinks.
Open Install pipe insulation on the drain and supply lines. 2010 ADAS 606.5 High $50 $75 1/1/2025 Restrooms Finding 858681
20230113_083633.jpg
19
Tregent Park Toilet and Bathing Rooms Restrooms Sign Wall Missing NA NA 40.3765547 105.5265898 Located on the door A compliant room idencaon sign is missing on the strike side ofthe door.
Wall signs identifying permanent rooms and spaces of a building shall be a horizontal format and the characters raised
1/32 inch minimum and shall be sans serif uppercase characters a minimum of 5/8 inch and a maximum of 2 inches
high.Contracted Grade 2Braille shall beina horizontal format and shall be placed a minimum of 3/8 inch and a
maximum of1/2inch directly below the tactile characters;flush left orcentered.Signs with raised characters orBraille
shall be located 48 inches minimum above the finish floor or ground surface,measured from the baseline of the lowest
tactile character and 60 inches maximum above the finish floor or ground surface,measured from the baseline ofthe
highest tactile character.
Open Relocate the restroom sign to the latch side of the
door.
2010 ADAS 216.2 High $0 $0 1/1/2025 Restrooms Finding 858686
20230113_083446.jpg
20
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Compartment Doors Handle Missing Both Sides 40.3765547 105.5265898 Missing on both sides of
compartment door
The water closet compartment is missing a loop handle on both sides ofthe door.
Water closet compartments must beequipped with adoor that has aloop or U shaped handle onboth sides ofthe door
immediately below the latch.The latch must be flip over style,sliding orother hardware not requiring the user tograsp
or twist.
Open Install aloop handle on both side ofthe toilet
compartment door.
2010 ADAS 604.8.1.2 High $25 $50 1/1/2025 Restrooms Finding 858693
20230113_083205.jpg
21
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Compartment Width Less Than 60 Inches NA 40.3765547 105.5265898 45.5" The toilet compartment is not wide enough.
Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall,and 56
inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets
measured perpendicular to the rear wall.
Open Reconfigure the restroom to provide a minimum of
60"width for the accessible toilet compartment.
2010 ADAS 604.8.1.1 Important $5,000 $7,500 1/1/2026 Restrooms Finding 858694
20230113_083221.jpg
22
Tregent Park Toilet and Bathing Rooms Restrooms Toilet Toilet toWall orPartition NA NA 40.3765547 105.5265898 22" The toilet is not located within the range allowed from the side wall orparon.
The centerline of the toilet must be16 to 18 inches from the side wall.
Open Relocate the toilet so that itisbetween 16"18"from
the side wall or partition wall.
2010 ADAS 604.2 Important $500 $1,000 1/1/2026 Restrooms Finding 858696
20230113_083238.jpg
23
Tregent Park Toilet and Bathing Rooms Restrooms Accessories Dispenser Location Toilet Paper Distance From Toilet 40.3765547 105.5265898 0" The toilet paper is not installed within the compliant range in front of the toilet.
Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front ofthe water closet measured tothe
centerline of the dispenser.The outlet of the dispenser shall be 15inches minimum and 48 inches maximum above the
finish floor and shall not be located behind grab bars.Dispensers shall not beofa type that controls delivery orthat
does not allow continuous paper flow.There shall beaclearance of11/2inches minimum below the grab bar.
Open Relocate the toilet paper dispenser. 2010 ADAS 604.7 High $0 $0 1/1/2025 Restrooms Finding 858699
20230113_083306.jpg
24
Tregent Park Toilet and Bathing Rooms Restrooms Lavatory Rim Height NA NA 40.3765547 105.5265898 35.5" The top rim ofthe lavatory is too high.
Alllavatories that are designated tobe accessible shall bea minimum 17 inches in horizontal depth and mounted with
the rim or counter edge no higher than 34 inches above the finished floor.
Open Lower the lavatory so that the top of the sink rim
does not exceed 34".
2010 ADAS 606.3 Important $1,500 $2,000 1/1/2026 Restrooms Finding 858701
20230113_083349.jpg
25
Tregent Park Toilet and Bathing Rooms Restrooms Lavatory Pipe Insulation NA NA 40.3765547 105.5265898 No pipe insulation The water and drain pipes under the lavatory are not adequately insulated.
Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against
contact.There shall benosharp or abrasive surfaces under lavatories and sinks.
Open Install pipe insulation on the drain and supply lines. 2010 ADAS 606.5 High $50 $75 1/1/2025 Restrooms Finding 858704
20230113_083349.jpg
26
Tregent Park Toilet and Bathing Rooms Restrooms Accessories Baby Changing Table Too High Open NA 40.3765547 105.5265898 35" The baby changing table is too high when folded down.
The tops ofbaby changing surfaces shall be 28inches minimum and 34 inches maximum above the finish floor or
ground.
Open Lower the baby changing table. 2010 ADAS 902.3 High $0 $0 1/1/2025 Restrooms Finding 858707
20230113_083405.jpg
1
Women's Heritage Plaza Accessible Routes Accessible Route Exterior Slope Running General Exceeds 5%NA 40.3763742 105.5206452 6" The accessible route onthe site has running slopes greater than 5percent and has not been constructed asa ramp i.e.
handrails,edge protecon,etc.).
When the slope in the direction of travel of any walk exceeds 1 unit vertical in20units horizontal 5 percent slope),it
must beconstructed asaramp.Surface cross slopes must not exceed one unit vertical in 48units horizontal 2 percent
slope).
Open Regrade the walkway so that the running slope does
not exceed 5%.
2010 ADAS 403.3 High $0 $0 1/1/2025 Accessible Route Finding
858729
20230416_132741.jpg
Accessible Route Finding
858729
20230416_132745.jpg
2
Women's Heritage Plaza Accessible Routes Accessible Route Exterior Ground Floor Surfaces Loose Gravel Ground
Surface
NA 40.3763742 105.5206452 1"rock The accessible route contains loose gravel and/or surface materials that do not provide for a stable,firm slip resistant
surface.
Floor and ground surfaces shall bestable,firm,and slip resistant.
Open Replace the existing 1"rock with adifferent
material.We recommend installing crusher fines.
Compact the crusher fines once installed for a firm,
stable and slip resistant surface.
2010 ADAS 302.1 Important $1,500 $2,000 1/1/2026 Accessible Route Finding
858731
20230416_132730.jpg
Finding Number Evaluation Title Group Area Description Section Type Subtype1 Subtype2 Subtype3 Latitude Longitude Finding As Built Status Recommendation Barrier Standard Barrier Priority Budget Low Budget High Est Remediation Date Notes Photo 1 Photo 2 Photo 3 Photo 4
2 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Continuous Width 120"minimum NA NA 40.37979 105.5132
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.96" Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D3 S $290,000 360,000 1/1/2033 1/1/2038
Approx.3,650LF 36,650sq/ft
Cost includes removal and
replacement of existing ashpalt)
Shared Use Path Finding 829704
Finding_6380898172150_447.jpg
Shared Use Path Finding 829704
Finding_6380898173177_493.jpg
5 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.38027 105.5125
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 5.50% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 D3 CR $3,000 3,500 1/1/2033 1/1/2038
Shared Use Path Finding 829707
Finding_6380898194301_883.jpg
Shared Use Path Finding 829707
Finding_6380898194995_647.jpg
6 ADA Evaluation
Accessible Pedestrian Signal
APS) Shared Use Path Big Thompson Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.38025 105.5124
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.8.80% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 D3 S $1,000 1,500 1/1/2033 1/1/2038
Shared Use Path Finding 829708
Finding_6380898199029_178.jpg
Shared Use Path Finding 829708
Finding_6380898200006_512.jpg
7 ADA Evaluation
Accessible Pedestrian Signal
APS) Shared Use Path Big Thompson Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.38031 105.5124
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.6.45% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 D3 S $1,000 1,500 1/1/2033 1/1/2038
Shared Use Path Finding 829709
Finding_6380898207471_133.jpg
Shared Use Path Finding 829709
Finding_6380898208242_760.jpg
8 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.38029 105.5123
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 10% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 D3 CR $3,000 3,500 1/1/2033 1/1/2038
Shared Use Path Finding 829710
Finding_6380898216159_687.jpg
Shared Use Path Finding 829710
Finding_6380898216762_422.jpg
9 ADA Evaluation
Accessible Pedestrian Signal
APS) Shared Use Path Big Thompson Ave Clear Floor Space
Slope Perpendicular to
the Pedestrian Access
Route NA NA 40.38031 105.5123
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is not flat 2%or
1:48 maximum slope)perpendicular to the street.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.9.50% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 D3 S $1,000 1,500 1/1/2033 1/1/2038
Shared Use Path Finding 829711
Finding_6380898218782_221.jpg
Shared Use Path Finding 829711
Finding_6380898219346_685.jpg
10 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38037 105.5123
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 20'x8',160sq/ft
Shared Use Path Finding 829712
Finding_6380898224109_197.jpg
Shared Use Path Finding 829712
Finding_6380898224797_103.jpg
11 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.38041 105.5121
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.
15"multiple locations in
area Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $250 500 1/1/2024 1/1/2027
Shared Use Path Finding 829713
Finding_6380898254527_932.jpg
Shared Use Path Finding 829713
Finding_6380898256685_679.jpg
Shared Use Path Finding 829713
Finding_6380898258620_7.jpg
Shared Use Path Finding 829713
Finding_6380898259463_578.jpg
12 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38091 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 8.55% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $9,600 14,400 1/1/2033 1/1/2038 120'x8',960sq/ft
Shared Use Path Finding 829714
Finding_6380898239236_216.jpg
Shared Use Path Finding 829714
Finding_6380898239862_106.jpg
Shared Use Path Finding 829714
Finding_6380898240385_482.jpg
Shared Use Path Finding 829714
Finding_6380898260944_627.jpg
14 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.38051 105.512
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 13.85% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $8,000 12,000 1/1/2033 1/1/2038 100'x8',800sq/ft
Shared Use Path Finding 829716
Finding_6380898280880_95.jpg
Shared Use Path Finding 829716
Finding_6380898281738_524.jpg
15 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38049 105.512
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. South of Vista Ln Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $350 400 1/1/2033 1/1/2038
Shared Use Path Finding 829717
Finding_6380898294359_626.jpg
16 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38152 105.5099
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 20'x8',160 sq/ft
Shared Use Path Finding 829718
Finding_6380898301737_912.jpg
18 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3823 105.5082
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.36" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $200 400 1/1/2024 1/1/2027
Shared Use Path Finding 829720
Finding_6380898341386_379.jpg
19 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38214 105.5087
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.55%13.4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $9,200 13,800 1/1/2033 1/1/2038 920LF to Hillside Ln
Shared Use Path Finding 829721
Finding_6380898328193_106.jpg
Shared Use Path Finding 829721
Finding_6380898329142_20.jpg
Shared Use Path Finding 829721
Finding_6380898329776_451.jpg
Shared Use Path Finding 829721
Finding_6380898337280_638.jpg
20 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.38251 105.5077
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.12" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 300 1/1/2024 1/1/2027
Shared Use Path Finding 829722
Finding_6380898367311_98.jpg
21 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38288 105.507
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829723
Finding_6380898396074_514.jpg
22 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38239 105.508
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 13%4.85% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $36,000 54,000 1/1/2033 1/1/2038
Hillside Ln to Lakeview Storage
450lf,3,600sq/ft
Shared Use Path Finding 829724
Finding_6380898363524_328.jpg
Shared Use Path Finding 829724
Finding_6380898364471_336.jpg
Shared Use Path Finding 829724
Finding_6380898374908_37.jpg
Shared Use Path Finding 829724
Finding_6380898376830_95.jpg
23 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38297 105.5068
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 829725
Finding_6380898411765_80.jpg
Shared Use Path Finding 829725
Finding_6380898412395_163.jpg
24 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.38294 105.5067
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 829726
Finding_6380898414343_503.jpg
25 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.38294 105.5067
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 829727
Finding_6380898420970_514.jpg
26 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38305 105.5066
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 12.15%15.2% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 Estes Village Inn 20LF,160sq/ft
Shared Use Path Finding 829728
Finding_6380898427994_813.jpg
Shared Use Path Finding 829728
Finding_6380898428709_997.jpg
Shared Use Path Finding 829728
Finding_6380898435779_634.jpg
27 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38337 105.5058
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 829729
Finding_6380898443874_919.jpg
Shared Use Path Finding 829729
Finding_6380898444482_690.jpg
28 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.38356 105.505
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 11.10% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $7,200 10,800 1/1/2033 1/1/2038 90'x8',720sq/ft
Shared Use Path Finding 829730
Finding_6380898450935_314.jpg
Shared Use Path Finding 829730
Finding_6380898455917_950.jpg
29 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38361 105.505
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829731
Finding_6380898465192_83.jpg
30 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38362 105.5048
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829732
Finding_6380898472551_987.jpg
31 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38295 105.5067
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829733
Finding_6380898480262_505.jpg
32 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38368 105.5041
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.15% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $4,800 7,200 1/1/2033 1/1/2038 60'x8',480 sq/ft
Shared Use Path Finding 829734
Finding_6380898487473_846.jpg
Shared Use Path Finding 829734
Finding_6380898488402_335.jpg
33 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38298 105.5065
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829735
Finding_6380898500694_316.jpg
34 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.38373 105.5035
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.Damaged asphalt Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $3,600 5,400 1/1/2024 1/1/2027 45'x8',360sq/ft
Shared Use Path Finding 829736
Finding_6380898513816_558.jpg
35 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38363 105.5024
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829737
Finding_6380898534954_603.jpg
36 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.3836 105.5025
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038
Grand Estates to Hotel Estes
20LF,160sq/ft
Shared Use Path Finding 829738
Finding_6380898507080_200.jpg
Shared Use Path Finding 829738
Finding_6380898507730_233.jpg
Shared Use Path Finding 829738
Finding_6380898521642_884.jpg
Shared Use Path Finding 829738
Finding_6380898522372_836.jpg
37 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38348 105.5016
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. 4 locations Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $1,400 1,600 1/1/2033 1/1/2038
Shared Use Path Finding 829739
Finding_6380898559100_929.jpg
38 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.3835 105.502
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829740
Finding_6380898568530_452.jpg
40 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38322 105.5006
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829742
Finding_6380898584521_345.jpg
41 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38315 105.5003
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11.55% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $4,800 7,200 1/1/2033 1/1/2038 60'x8',480 sq/ft
Shared Use Path Finding 829743
Finding_6380898590936_546.jpg
Shared Use Path Finding 829743
Finding_6380898591795_748.jpg
42 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38302 105.4999
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829744
Finding_6380898597357_848.jpg
43 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38299 105.4999
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 829745
Finding_6380898603467_591.jpg
Shared Use Path Finding 829745
Finding_6380898604128_205.jpg
44 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38267 105.4988
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.35% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $2,400 3,600 1/1/2033 1/1/2038 30'x8',240 sq/ft
Shared Use Path Finding 829746
Finding_6380898615205_453.jpg
Shared Use Path Finding 829746
Finding_6380898616145_3.jpg
45 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38268 105.4987
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829747
Finding_6380898619776_296.jpg
46 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38269 105.4987
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829749
Finding_6380898627093_687.jpg
48 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38249 105.4982
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829751
Finding_6380898636247_245.jpg
49 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38252 105.4982
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829752
Finding_6380898644076_348.jpg
50 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Surface
Vertical Surface
Discontinuities NA NA 40.38198 105.4969
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 3" Open Repair the walkway to eliminate the vertical tripping hazard. 2011 PROWAG R302.7.2 D5 S $300 500 1/1/2024 1/1/2027
Shared Use Path Finding 829753
Finding_6380898656693_592.jpg
51 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.3823 105.4978
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829754
Finding_6380898672160_332.jpg
52 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38184 105.4964
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829755
Finding_6380898680009_397.jpg
53 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38123 105.4951
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829756
Finding_6380898700659_721.jpg
54 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38155 105.4959
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.90% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $4,800 7,200 1/1/2033 1/1/2038
1560 parking lot to Murphy
resort 60LF 480sq/ft
Shared Use Path Finding 829757
Finding_6380898686891_74.jpg
Shared Use Path Finding 829757
Finding_6380898687550_35.jpg
Shared Use Path Finding 829757
Finding_6380898696072_706.jpg
Shared Use Path Finding 829757
Finding_6380898696979_78.jpg
55 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38076 105.4942
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829758
Finding_6380898725461_970.jpg
57 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38131 105.4953
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829760
Finding_6380898745066_353.jpg
58 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.38022 105.4929
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 829761
Finding_6380898751460_856.jpg
Shared Use Path Finding 829761
Finding_6380898752099_778.jpg
59 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Curb Ramp Detectable Warnings Missing NA 40.38005 105.4926
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 829762
Finding_6380898759529_704.jpg
60 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Big Thompson Ave Slope Cross NA NA NA 40.37996 105.4922
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 829763
Finding_6380898765875_907.jpg
Shared Use Path Finding 829763
Finding_6380898766536_75.jpg
64 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37839 105.5158
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.37"2 locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $2,400 3,600 1/1/2024 1/1/2027 30'x8',240sq/ft
Sidewalks Finding 829768
Finding_6380898978015_333.jpg
Sidewalks Finding 829768
Finding_6380898978780_374.jpg
65 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Slope Cross NA NA NA 40.37839 105.5159
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.6%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $14,400 21,600 1/1/2027 1/1/2033 180'x8',1,440sq/ft
Sidewalks Finding 829769
Finding_6380898989751_918.jpg
Sidewalks Finding 829769
Finding_6380898990662_702.jpg
Sidewalks Finding 829769
Finding_6380898995767_378.jpg
Sidewalks Finding 829769
Finding_6380898996418_761.jpg
66 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Visitor Center Curb Ramp Detectable Warnings Missing NA 40.37872 105.5153
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 829770
Finding_6380899002756_834.jpg
75 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Slope Cross NA NA NA 40.37898 105.5143
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.55% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,000 1,500 1/1/2027 1/1/2033
Add turning space at the top of
curb ramp
Sidewalks Finding 830025
Finding_6380907068347_383.jpg
Sidewalks Finding 830025
Finding_6380907069227_106.jpg
77 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Slope Cross NA NA NA 40.37909 105.5141
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,000 1,500 1/1/2027 1/1/2033
Add turning space at top of curb
ramp
Sidewalks Finding 830027
Finding_6380907084801_813.jpg
Sidewalks Finding 830027
Finding_6380907085626_802.jpg
78 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3777 105.5163
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830028
Finding_6380907094826_226.jpg
79 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Slope Cross NA NA NA 40.37871 105.5141
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830029
Finding_6380907101171_468.jpg
Sidewalks Finding 830029
Finding_6380907101911_564.jpg
80 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Surface
Vertical Surface
Discontinuities NA NA 40.37873 105.5142
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830030
Finding_6380907105771_908.jpg
81 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Handrail Extensions Length 40.37864 105.5144
The handrail does not extend past the ramp 12 inches.
Handrails must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and
bottom of the ramp 12 inches horizontally be parallel to the floor or ground surface and be in the same
direction as he ramp runs.The 12 inches must be level and does not include the radius at the top of round 6.25%at extentions Open
Install handrail extensions that extend 12"at the level surface of
the ramp landing.
2011 PROWAG
R409.10.1 B5 S $250 500 1/1/2024 1/1/2027
Sidewalks Finding 830031
Finding_6380907117985_642.jpg
Sidewalks Finding 830031
Finding_6380907118850_302.jpg
Sidewalks Finding 830031
Finding_6380907119610_839.jpg
82 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Edge Protection NA NA 40.37857 105.5147
The ramp run has not been provided with edge protecon.
The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside
face of a handrail or a curb or barrier shall be provided that prevents the passage of a 4 inch diameter sphere
where any portion of the sphere is within 4 inches of the finish floor or ground surface. 1"gap Open Install edge protection to the handrail.
2011 PROWAG R407.9
2011 PROWAG R407.9.1
2011 PROWAG R407.9.2 B5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 830032
Finding_6380907124936_489.jpg
Sidewalks Finding 830032
Finding_6380907126742_398.jpg
83 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Maximum 30 Inches Rise NA NA 40.37856 105.5148
The rise of the ramp run is too great.
The rise for any ramp run shall be 30 inches maximum. 42" Open
Redesign the ramp so that the maximum rise of the ramp does
not exceed 30". 2011 PROWAG R407.5 B3 S $7,500 10,000 1/1/2027 1/1/2033
Sidewalks Finding 830033
Finding_6380907133901_653.jpg
Sidewalks Finding 830033
Finding_6380907135935_754.jpg
85 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37827 105.5148
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.1" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830035
Finding_6380907153716_288.jpg
86 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Running Slope NA NA 40.37826 105.5148
The ramp run has a running slope greater than 8.3%.
Ramp runs shall have a running slope between 5 percent minimum and 8.3 percent maximum. 9.15% Open
Rgerade the ramp so that the running slope does not exceed
8.3%. 2011 PROWAG R407.2 B3 S $3,500 5,000 1/1/2027 1/1/2033
Sidewalks Finding 830036
Finding_6380907158278_54.jpg
Sidewalks Finding 830036
Finding_6380907158958_628.jpg
87 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Handrail Extensions Length 40.37823 105.5148
The handrail does not extend past the ramp 12 inches.
Handrails must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and
bottom of the ramp 12 inches horizontally be parallel to the floor or ground surface and be in the same
direction as he ramp runs.The 12 inches must be level and does not include the radius at the top of round
9.5 slope top and
bottom Open
Install handrail extensions that extend 12"at the level surface of
the ramp landing.
2011 PROWAG
R409.10.1 B5 S $250 500 1/1/2024 1/1/2027
Sidewalks Finding 830037
Finding_6380907164326_773.jpg
Sidewalks Finding 830037
Finding_6380907165448_566.jpg
Sidewalks Finding 830037
Finding_6380907166672_677.jpg
Sidewalks Finding 830037
Finding_6380907167252_756.jpg
88 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Surface
Vertical Surface
Discontinuities NA NA 40.3782 105.5148
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830038
Finding_6380907170753_129.jpg
89 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Slope Cross NA NA NA 40.37807 105.5146
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 8.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,500 2,250 1/1/2027 1/1/2033 30'x5',150sq/ft
Sidewalks Finding 830039
Finding_6380907180009_908.jpg
Sidewalks Finding 830039
Finding_6380907180771_251.jpg
92 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Visitor Center Ramp Not Curb Ramp) Handrail Missing NA 40.3783 105.5143
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 8.4%running slope Open Install ADA directional signage to the walkway that is compliant 2011 PROWAG R409.1 B5 S $150 300 1/1/2024 1/1/2027
The other side is accessible,
install signage.
Sidewalks Finding 830042
Finding_6380907216560_45.jpg
Sidewalks Finding 830042
Finding_6380907218061_29.jpg
Sidewalks Finding 830042
Finding_6380907223648_474.jpg
Sidewalks Finding 830042
Finding_6380907225415_88.jpg
94 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.3809 105.5228
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $800 1,200 1/1/2027 1/1/2033 10'x8',80sq/ft
Sidewalk Finding 803652
Finding_6380543974663_453.jpg
Sidewalk Finding 803652
Finding_6380543975648_782.jpg
95 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.38104 105.5227
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 12.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $640 960 1/1/2027 1/1/2033 8'x8',64sq/ft
Sidewalk Finding 803653
Finding_6380543984382_939.jpg
Sidewalk Finding 803653
Finding_6380543985354_64.jpg
96 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.38107 105.5228
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalk Finding 803654
Finding_6380544001034_988.jpg
Sidewalk Finding 803654
Finding_6380544001999_910.jpg
104 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.38527 105.524
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $480 720 1/1/2027 1/1/2033 6'x8',48sq/ft
Sidewalk Finding 803662
Finding_6380544091088_576.jpg
Sidewalk Finding 803662
Finding_6380544092068_529.jpg
105 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.38536 105.5239
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $720 1,080 1/1/2027 1/1/2033 9'x8',72sq.ft
Sidewalk Finding 803663
Finding_6380544100412_249.jpg
Sidewalk Finding 803663
Finding_6380544101109_973.jpg
112 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37785 105.5208
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 9.50% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Sidewalk Finding 803670
Finding_6380544359480_909.jpg
Sidewalk Finding 803670
Finding_6380544360526_140.jpg
114 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.37836 105.5214
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Curb ramp located in path of
travel
Sidewalk Finding 803672
Finding_6380544388773_523.jpg
Sidewalk Finding 803672
Finding_6380544389704_736.jpg
115 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Curb Ramp Detectable Warnings Missing NA 40.37856 105.5212
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Missing Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Finding 803673
Finding_6380544396495_301.jpg
116 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.37878 105.5214
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalk Finding 803674
Finding_6380544406650_802.jpg
Sidewalk Finding 803674
Finding_6380544407528_327.jpg
122 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.37843 105.5213
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.95% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.95%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalk Finding 803680
Finding_6380544486433_369.jpg
Sidewalk Finding 803680
Finding_6380544487180_721.jpg
123 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Surface
Vertical Surface
Discontinuities NA NA 40.37872 105.5215
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 4" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalk Finding 803681
Finding_6380544493985_543.jpg
124 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37854 105.5214
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.10" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalk Finding 803682
Finding_6380544499233_264.jpg
125 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.3787 105.5213
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.00% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 3%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033 20'x8'
Sidewalk Finding 803683
Finding_6380544509608_145.jpg
Sidewalk Finding 803683
Finding_6380544510255_671.jpg
126 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Surface
Vertical Surface
Discontinuities NA NA 40.37835 105.5214
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1.5" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalk Finding 803684
Finding_6380544514916_663.jpg
127 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Cross NA NA NA 40.3783 105.5213
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $3,200 4,800 1/1/2027 1/1/2033 40'x8',320sq/ft
Sidewalk Finding 803685
Finding_6380544521857_289.jpg
Sidewalk Finding 803685
Finding_6380544522528_574.jpg
128 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37835 105.5211
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 8% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $800 1,200 1/1/2027 1/1/2033 10'x8',80sq/ft
Sidewalk Finding 803686
Finding_6380544529111_233.jpg
Sidewalk Finding 803686
Finding_6380544529950_551.jpg
129 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk MacGregor Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3782 105.5213
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalk Finding 803687
Finding_6380544539590_336.jpg
Sidewalk Finding 803687
Finding_6380544540358_641.jpg
133 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Park Ln Slope Cross NA NA NA 40.37819 105.5213
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 803691
Finding_6380544568498_725.jpg
Sidewalks Finding 803691
Finding_6380544569278_236.jpg
134 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Park Ln Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37818 105.5213
The running slope of the curb ramp is excessive.
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 15.0 ft.8.55% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 8.5%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR 1/1/2027 1/1/2033
Sidewalks Finding 803692
Finding_6380544576307_392.jpg
Sidewalks Finding 803692
Finding_6380544577322_463.jpg
135 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Park Ln Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37812 105.5214
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.2.35% Open
The curb ramp turning space does have an excessive running
slope.However,it is our opinion that the 2.35%running slope
falls within conventional construction tolerance.No action
required. 2011 PROWAG R304.2.2 B4 CR 1/1/2027 1/1/2033
Sidewalks Finding 803693
Finding_6380544584071_348.jpg
Sidewalks Finding 803693
Finding_6380544585201_243.jpg
137 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37794 105.5214
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.6.60% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 803695
Finding_6380544604342_5.jpg
Sidewalks Finding 803695
Finding_6380544605770_887.jpg
138 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Curb Ramp Detectable Warnings Missing NA 40.3779 105.5214
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Missing Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 803696
Finding_6380544609264_261.jpg
139 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Slope Cross NA NA NA 40.37697 105.5218
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $6,800 10,200 1/1/2027 1/1/2033 85'x8',680sq/ft
Sidewalks Finding 803697
Finding_6380544615241_414.jpg
Sidewalks Finding 803697
Finding_6380544615894_71.jpg
Sidewalks Finding 803697
Finding_6380544621568_808.jpg
Sidewalks Finding 803697
Finding_6380544622094_519.jpg
140 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.377 105.522
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.9.85% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 830261
Finding_6380914868311_431.jpg
Sidewalks Finding 830261
Finding_6380914869178_542.jpg
141 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Slope Cross NA NA NA 40.37706 105.522
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,000 6,000 1/1/2027 1/1/2033 40'x10',400sq/ft
Sidewalks Finding 830262
Finding_6380914872044_654.jpg
Sidewalks Finding 830262
Finding_6380914872716_544.jpg
142 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37706 105.5219
The running slope of the curb ramp is excessive.
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 15.0 ft.14.65% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830263
Finding_6380914880176_212.jpg
Sidewalks Finding 830263
Finding_6380914881050_10.jpg
143 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37707 105.5221
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.7" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830264
Finding_6380914883404_555.jpg
146 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Slope Cross NA NA NA 40.37753 105.522
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.7%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830267
Finding_6380914900257_463.jpg
Sidewalks Finding 830267
Finding_6380914901048_783.jpg
147 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Slope Cross NA NA NA 40.37735 105.5221
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,000 1,500 1/1/2027 1/1/2033 20'x5',100sq/ft
Sidewalks Finding 830268
Finding_6380914908995_199.jpg
Sidewalks Finding 830268
Finding_6380914909855_679.jpg
148 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.3842 105.5474
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.7%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 803698
Finding_6380551011070_259.jpg
Sidewalks Finding 803698
Finding_6380551013227_801.jpg
149 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.38413 105.5474
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 803699
Finding_6380551019186_655.jpg
Sidewalks Finding 803699
Finding_6380551019837_373.jpg
150 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.38397 105.5483
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 803700
Finding_6380551026747_436.jpg
Sidewalks Finding 803700
Finding_6380551027448_758.jpg
151 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.38409 105.5478
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 803701
Finding_6380551033441_686.jpg
Sidewalks Finding 803701
Finding_6380551034124_553.jpg
154 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.38386 105.5486
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.15% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.15%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 803704
Finding_6380551065561_661.jpg
Sidewalks Finding 803704
Finding_6380551066161_388.jpg
159 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.38235 105.5531
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.85% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $14,400 21,600 1/1/2027 1/1/2033 180'x8',1,440sq/ft
Sidewalks Finding 803709
Finding_6380551121477_732.jpg
Sidewalks Finding 803709
Finding_6380551122362_361.jpg
Sidewalks Finding 803709
Finding_6380551132474_994.jpg
Sidewalks Finding 803709
Finding_6380551133135_422.jpg
160 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Continuous Width 120"minimum NA NA 40.38296 105.5418
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.96" Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D3 S $98,000 147,000 1/1/2033 1/1/2038
Approx.4,900LF 9,800sq/ft
Cost includes adding an
additional 2ft of concrete to the
existing concrete shared use
path
Shared Use Path Finding 803724
Finding_6380551797024_903.jpg
Shared Use Path Finding 803724
Finding_6380551799843_152.jpg
161 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Cross NA NA NA 40.38266 105.5408
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Shared Use Path Finding 803725
Finding_6380551803912_340.jpg
Shared Use Path Finding 803725
Finding_6380551804553_537.jpg
165 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.38158 105.5396
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both side Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Shared Use Path Finding 803729
Finding_6380551838846_664.jpg
Shared Use Path Finding 803729
Finding_6380551841776_534.jpg
166 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.38155 105.5395
The running slope of the curb ramp is excessive.
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 15.0 ft.10.50% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Shared Use Path Finding 803730
Finding_6380551844928_772.jpg
Shared Use Path Finding 803730
Finding_6380551845551_332.jpg
169 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37887 105.5365
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Shared Use Path Finding 803733
Finding_6380551881736_51.jpg
170 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Turning Space Slope Cross
Without Yield or stop
controls or Midblock 40.37877 105.5364
The cross slope of the turning space exceeds the street or highway grade.
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. 3.50% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Shared Use Path Finding 803734
Finding_6380551886368_443.jpg
Shared Use Path Finding 803734
Finding_6380551887243_971.jpg
172 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37886 105.5352
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Shared Use Path Finding 803736
Finding_6380551896270_379.jpg
Shared Use Path Finding 803736
Finding_6380551899484_183.jpg
174 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Firm Stable And Slip
Resistant NA NA 40.37877 105.535
The surface of the pedestrian access route is not rm stable and slip resistant.
The surfaces of pedestrian access routes and elements and spaces along the pedestrian access route that are
required to be accessible that connect to pedestrian access routes shall be firm stable and slip resistant. Grass to bus shuttle Open Provide an accessible rote to the bus shuttle 2011 PROWAG R302.7 A5 S $500 750 1/1/2024 1/1/2027
Shared Use Path Finding 803738
Finding_6380551910593_494.jpg
175 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37869 105.5347
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Shared Use Path Finding 803739
Finding_6380551915553_115.jpg
Shared Use Path Finding 803739
Finding_6380551917830_716.jpg
177 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Cross NA NA NA 40.37854 105.5341
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.15% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Shared Use Path Finding 803741
Finding_6380551926103_161.jpg
Shared Use Path Finding 803741
Finding_6380551927019_801.jpg
179 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37837 105.5332
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.
3"multiple damaged
areas on bridge Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $250 300 1/1/2024 1/1/2027
Shared Use Path Finding 803743
Finding_6380551941456_164.jpg
Shared Use Path Finding 803743
Finding_6380551942154_989.jpg
Shared Use Path Finding 803743
Finding_6380551942777_886.jpg
180 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.3783 105.5331
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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.
6.2%steeper than st
grade Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $5,000 7,500 1/1/2027 1/1/2033 50'x10',500sq/ft
Shared Use Path Finding 803744
Finding_6380551950927_780.jpg
Shared Use Path Finding 803744
Finding_6380551951631_230.jpg
Shared Use Path Finding 803744
Finding_6380551954390_41.jpg
Shared Use Path Finding 803744
Finding_6380551954974_35.jpg
181 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37804 105.5325
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. one side Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Shared Use Path Finding 803745
Finding_6380551957472_671.jpg
Shared Use Path Finding 803745
Finding_6380551960004_837.jpg
182 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Cross NA NA NA 40.37717 105.5314
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Shared Use Path Finding 803746
Finding_6380552860632_404.jpg
Shared Use Path Finding 803746
Finding_6380552861930_6.jpg
184 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Cross NA NA NA 40.37726 105.5315
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 3%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Shared Use Path Finding 803748
Finding_6380552871108_888.jpg
Shared Use Path Finding 803748
Finding_6380552871834_118.jpg
185 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37732 105.5313
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 75" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803749
Finding_6380552877374_476.jpg
186 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37721 105.5312
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803750
Finding_6380552883017_556.jpg
187 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37721 105.5309
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 3" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803751
Finding_6380552887572_479.jpg
188 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37723 105.531
The grade of the pedestrian access route is too steep.
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. 8.30% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Shared Use Path Finding 803752
Finding_6380552890909_930.jpg
Shared Use Path Finding 803752
Finding_6380552891931_522.jpg
189 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37718 105.5308
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1.5" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803753
Finding_6380552895175_142.jpg
190 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37718 105.5308
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803754
Finding_6380552901399_960.jpg
191 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.3772 105.5306
The grade of the pedestrian access route is too steep.
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. 7.60% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $4,000 6,000 1/1/2027 1/1/2033 40'x10',400sq/ft
Shared Use Path Finding 803755
Finding_6380552907283_353.jpg
Shared Use Path Finding 803755
Finding_6380552908060_971.jpg
Shared Use Path Finding 803755
Finding_6380552908616_778.jpg
Shared Use Path Finding 803755
Finding_6380552911288_460.jpg
192 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37724 105.5302
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.7:00 Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 803756
Finding_6380552920555_599.jpg
193 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.3773 105.5304
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 803757
Finding_6380552925575_91.jpg
194 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Slope Cross NA NA NA 40.37731 105.5301
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,000 3,000 1/1/2027 1/1/2033 20'x10',200sq/ft
Shared Use Path Finding 803758
Finding_6380552938452_116.jpg
Shared Use Path Finding 803758
Finding_6380552939354_372.jpg
195 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3773 105.5301
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 803759
Finding_6380552943494_970.jpg
Shared Use Path Finding 803759
Finding_6380552944320_84.jpg
199 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37608 105.5261
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Downtown Finding 803760
Finding_6380559605308_275.jpg
Sidewalk Downtown Finding 803760
Finding_6380559623664_17.jpg
Sidewalk Downtown Finding 803760
Finding_6380559624511_387.jpg
200 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37619 105.5259
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803761
Finding_6380559633985_133.jpg
201 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37623 105.526
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.30% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803762
Finding_6380559638794_836.jpg
Sidewalk Downtown Finding 803762
Finding_6380559640364_807.jpg
202 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37617 105.5261
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.90% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,200 6,300 1/1/2027 1/1/2033 35'x12',420sq/ft
Sidewalk Downtown Finding 803763
Finding_6380559656203_472.jpg
Sidewalk Downtown Finding 803763
Finding_6380559657255_203.jpg
203 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37622 105.5259
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.90% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,400 2,100 1/1/2027 1/1/2033 14'x10',140sq/ft
Sidewalk Downtown Finding 803764
Finding_6380559672677_75.jpg
Sidewalk Downtown Finding 803764
Finding_6380559673845_240.jpg
204 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37614 105.5259
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalk Downtown Finding 803765
Finding_6380559685675_333.jpg
205 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37629 105.5258
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.7" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalk Downtown Finding 803766
Finding_6380559690847_866.jpg
206 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37616 105.5257
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $700 1,050 1/1/2027 1/1/2033 10'x7',70sq/ft
Sidewalk Downtown Finding 803767
Finding_6380559697632_237.jpg
Sidewalk Downtown Finding 803767
Finding_6380559698393_135.jpg
207 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.3762 105.5256
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.85% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,500 5,250 1/1/2027 1/1/2033 35'x10',350sq/ft
Sidewalk Downtown Finding 803768
Finding_6380559717219_791.jpg
Sidewalk Downtown Finding 803768
Finding_6380559718342_930.jpg
Sidewalk Downtown Finding 803768
Finding_6380559719642_20.jpg
Sidewalk Downtown Finding 803768
Finding_6380559721036_959.jpg
208 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37627 105.5254
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 24'x10',240 sq/ft
Sidewalk Downtown Finding 803769
Finding_6380559749041_425.jpg
Sidewalk Downtown Finding 803769
Finding_6380559750080_754.jpg
Sidewalk Downtown Finding 803769
Finding_6380559753493_398.jpg
Sidewalk Downtown Finding 803769
Finding_6380559754432_132.jpg
209 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37627 105.5248
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,000 1,500 1/1/2027 1/1/2033 10'x10',100sq/ft
Sidewalk Downtown Finding 803770
Finding_6380559876375_401.jpg
Sidewalk Downtown Finding 803770
Finding_6380559877385_863.jpg
Sidewalk Downtown Finding 803770
Finding_6380559882954_958.jpg
Sidewalk Downtown Finding 803770
Finding_6380559884028_823.jpg
210 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37611 105.5252
The running slope of the curb ramp is excessive.
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 15.0 ft.14.45% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803771
Finding_6380559888789_784.jpg
Sidewalk Downtown Finding 803771
Finding_6380559890179_706.jpg
211 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37622 105.5252
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3% Open
The curb ramp turning space does have an excessive running
slope.However,it is our opinion that the 3%running slope falls
within conventional construction tolerance.No action required. 2011 PROWAG R304.2.2 A4 CR 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803772
Finding_6380559894433_325.jpg
Sidewalk Downtown Finding 803772
Finding_6380559895890_139.jpg
212 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37623 105.525
The running slope of the curb ramp is excessive.
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 15.0 ft.12.95% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803773
Finding_6380559913287_36.jpg
Sidewalk Downtown Finding 803773
Finding_6380559914228_344.jpg
215 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37619 105.5242
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.45% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803776
Finding_6380559980877_532.jpg
Sidewalk Downtown Finding 803776
Finding_6380559982091_658.jpg
216 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37619 105.5242
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.45% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
218 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37619 105.5241
The running slope of the curb ramp is excessive.
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 15.0 ft.10.30% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803779
Finding_6380560005624_247.jpg
Sidewalk Downtown Finding 803779
Finding_6380560006508_716.jpg
219 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37659 105.5219
The running slope of the curb ramp is excessive.
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 15.0 ft.12.60% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803780
Finding_6380560078591_748.jpg
Sidewalk Downtown Finding 803780
Finding_6380560079488_212.jpg
220 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37661 105.5219
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.4.70% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 803781
Finding_6380560085410_8.jpg
Sidewalk Downtown Finding 803781
Finding_6380560086576_674.jpg
221 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37658 105.522
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.9"recessed brick Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $500 750 1/1/2024 1/1/2027
Sidewalk Downtown Finding 803782
Finding_6380560093463_170.jpg
Sidewalk Downtown Finding 803782
Finding_6380560094371_71.jpg
222 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37659 105.5219
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,600 2,400 1/1/2027 1/1/2033 8'x20',160sq/ft
Sidewalk Downtown Finding 803783
Finding_6380560104082_34.jpg
Sidewalk Downtown Finding 803783
Finding_6380560105489_957.jpg
Sidewalk Downtown Finding 803783
Finding_6380560107003_952.jpg
Sidewalk Downtown Finding 803783
Finding_6380560107689_729.jpg
223 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37664 105.5221
The running slope of the curb ramp is excessive.
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 15.0 ft.9.25% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9.25%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804554
Finding_6380560123383_197.jpg
Sidewalk Downtown Finding 804554
Finding_6380560124445_574.jpg
224 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37661 105.522
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.90% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804555
Finding_6380560129662_836.jpg
Sidewalk Downtown Finding 804555
Finding_6380560130716_915.jpg
225 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37661 105.522
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804556
Finding_6380560133807_191.jpg
226 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37753 105.5198
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804599
Finding_6380560848421_676.jpg
227 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.3776 105.5199
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.3%3.2% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $10,000 15,000 1/1/2027 1/1/2033 100'x10',1,000sq/ft
Sidewalk Downtown Finding 804600
Finding_6380560864001_659.jpg
Sidewalk Downtown Finding 804600
Finding_6380560864696_501.jpg
Sidewalk Downtown Finding 804600
Finding_6380560868924_478.jpg
Sidewalk Downtown Finding 804600
Finding_6380560869876_712.jpg
228 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37773 105.5196
The running slope of the curb ramp is excessive.
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 15.0 ft.9.80% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804601
Finding_6380560880079_826.jpg
Sidewalk Downtown Finding 804601
Finding_6380560881074_271.jpg
229 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Flared Sides Right Slope NA 40.37773 105.5196
The slope of the right are is greater than 10%.
Where a pedestrian circulation path crosses the curb ramp flared sides shall be sloped 10 percent maximum
measured parallel to the curb line.12.85% Open
Replace flared side with either a return curb or a slope less than
or equal to 10%. 2011 PROWAG R304.2.3 A4 CR $500 750 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804602
Finding_6380560886268_830.jpg
Sidewalk Downtown Finding 804602
Finding_6380560887940_356.jpg
231 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37764 105.5196
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1.5" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Sidewalk Downtown Finding 804604
Finding_6380560900842_825.jpg
232 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37763 105.5198
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.7% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033 8'x12'
Sidewalk Downtown Finding 804605
Finding_6380560910296_845.jpg
Sidewalk Downtown Finding 804605
Finding_6380560911253_699.jpg
233 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37757 105.5198
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.6.35% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804606
Finding_6380560917121_34.jpg
Sidewalk Downtown Finding 804606
Finding_6380560918069_677.jpg
235 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37759 105.5198
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804608
Finding_6380560927590_683.jpg
236 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37756 105.5197
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804609
Finding_6380560933499_605.jpg
237 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37757 105.5197
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.4%4.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,920 2,880 1/1/2027 1/1/2033 24'x8',192sq/ft
Sidewalk Downtown Finding 804610
Finding_6380560939025_907.jpg
Sidewalk Downtown Finding 804610
Finding_6380560939868_95.jpg
Sidewalk Downtown Finding 804610
Finding_6380560942260_91.jpg
Sidewalk Downtown Finding 804610
Finding_6380560943148_800.jpg
238 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37756 105.5196
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both Sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804611
Finding_6380560948461_672.jpg
239 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37758 105.5195
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.8%3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $9,000 13,500 1/1/2027 1/1/2033 90'x10',900sq/ft
Sidewalk Downtown Finding 804612
Finding_6380560957230_647.jpg
Sidewalk Downtown Finding 804612
Finding_6380560958031_649.jpg
Sidewalk Downtown Finding 804612
Finding_6380560962878_670.jpg
Sidewalk Downtown Finding 804612
Finding_6380560963509_125.jpg
240 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37762 105.5182
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804613
Finding_6380560968737_643.jpg
241 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37756 105.518
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Downtown Finding 804614
Finding_6380560973592_426.jpg
Sidewalk Downtown Finding 804614
Finding_6380560974250_737.jpg
243 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37785 105.5175
The running slope of the curb ramp is excessive.
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 15.0 ft.8.80% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 8.8%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804616
Finding_6380560988620_536.jpg
Sidewalk Downtown Finding 804616
Finding_6380560989535_622.jpg
244 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37782 105.5175
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $800 1,200 1/1/2027 1/1/2033 10'x8',80sq/ft
Sidewalk Downtown Finding 804617
Finding_6380560992571_919.jpg
Sidewalk Downtown Finding 804617
Finding_6380560993232_234.jpg
245 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37806 105.5173
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.7% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 804618
Finding_6380561002729_149.jpg
Sidewalk Downtown Finding 804618
Finding_6380561004795_498.jpg
246 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37659 105.5219
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,600 2,400 1/1/2027 1/1/2033 8'x20',160sq/ft
Sidewalk Downtown Finding 804619
Finding_6380560104082_34.jpg
Sidewalk Downtown Finding 804619
Finding_6380560105489_957.jpg
Sidewalk Downtown Finding 804619
Finding_6380560107003_952.jpg
Sidewalk Downtown Finding 804619
Finding_6380560107689_729.jpg
247 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37666 105.5274
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Downtown Finding 827615
Finding_6380890433538_501.jpg
Sidewalk Downtown Finding 827615
Finding_6380890434365_188.jpg
248 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37632 105.5286
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.35% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $9,600 14,400 1/1/2027 1/1/2033 120'x8',960sq/ft
Sidewalk Downtown Finding 827616
Finding_6380890437798_119.jpg
Sidewalk Downtown Finding 827616
Finding_6380890438653_64.jpg
Sidewalk Downtown Finding 827616
Finding_6380890440693_971.jpg
Sidewalk Downtown Finding 827616
Finding_6380890441330_146.jpg
249 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37642 105.528
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,000 6,000 1/1/2027 1/1/2033 50'x8',400sq/ft
Sidewalk Downtown Finding 827617
Finding_6380890454241_191.jpg
Sidewalk Downtown Finding 827617
Finding_6380890454948_484.jpg
Sidewalk Downtown Finding 827617
Finding_6380890458432_892.jpg
Sidewalk Downtown Finding 827617
Finding_6380890459109_407.jpg
250 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37649 105.5278
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.55%7.5% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $8,000 12,000 1/1/2027 1/1/2033 100'x8',800sq/ft
Sidewalk Downtown Finding 827618
Finding_6380890464519_329.jpg
Sidewalk Downtown Finding 827618
Finding_6380890465330_975.jpg
Sidewalk Downtown Finding 827618
Finding_6380890469288_674.jpg
Sidewalk Downtown Finding 827618
Finding_6380890469914_760.jpg
251 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37651 105.5274
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Spruce Dr Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Downtown Finding 827619
Finding_6380890474351_167.jpg
252 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37653 105.5272
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.8.55%and 36"deep Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Downtown Finding 827620
Finding_6380890482765_254.jpg
Sidewalk Downtown Finding 827620
Finding_6380890483728_108.jpg
Sidewalk Downtown Finding 827620
Finding_6380890485138_141.jpg
254 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Downtown W Elkhorn Ave Slope Cross NA NA NA 40.37657 105.5271
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Downtown Finding 827622
Finding_6380890500578_810.jpg
Sidewalk Downtown Finding 827622
Finding_6380890501583_344.jpg
257 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37769 105.5209
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.7% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804558
Finding_6380560306977_152.jpg
Town Hall Sidewalks Finding 804558
Finding_6380560308239_552.jpg
258 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37761 105.5209
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.15% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.15%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Town Hall Sidewalks Finding 804559
Finding_6380560319853_572.jpg
Town Hall Sidewalks Finding 804559
Finding_6380560320754_84.jpg
265 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37745 105.5207
The grade of the pedestrian access route is too steep.
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. 5.85% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 5.85%running slope
falls within conventional construction tolerance.No action
required. 2011 PROWAG R302.5 A3 S $800 1,200 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804566
Finding_6380560385879_231.jpg
Town Hall Sidewalks Finding 804566
Finding_6380560386881_957.jpg
266 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37716 105.5206
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804567
Finding_6380560394884_857.jpg
268 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37731 105.5206
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Town Hall Sidewalks Finding 804569
Finding_6380560406836_2.jpg
Town Hall Sidewalks Finding 804569
Finding_6380560407676_184.jpg
269 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37729 105.5204
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Town Hall Sidewalks Finding 804570
Finding_6380560413188_594.jpg
270 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.3772 105.5203
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 10.15% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%. 2011 PROWAG R302.5 A3 S $3,000 3,500 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804571
Finding_6380560471146_568.jpg
271 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37721 105.5202
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804572
Finding_6380560474779_438.jpg
272 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Slope at Gutter or Street NA NA 40.37722 105.5203
The counter slope at the guer exceeds 5%.
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.7.25% Open
Regrade the gutter/street so that the counter slope does not
exceed 5%in the direction of the curb ramp run. 2011 PROWAG R304.5.4 A2 CR $5,000 7,000 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804573
Finding_6380560480898_20.jpg
Town Hall Sidewalks Finding 804573
Finding_6380560482364_802.jpg
273 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.3772 105.5202
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.45% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804574
Finding_6380560488017_967.jpg
Town Hall Sidewalks Finding 804574
Finding_6380560489209_37.jpg
274 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37699 105.5205
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804575
Finding_6380560497695_109.jpg
275 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Slope Cross
Without Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37702 105.5206
The cross slope of the curb ramp is greater than the grade of the street.
The cross slope of curb ramp at the pedestrian street crossings without a yield or stop control shall be
permitted to equal the street or highway grade.7.30% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804576
Finding_6380560508263_339.jpg
Town Hall Sidewalks Finding 804576
Finding_6380560509265_291.jpg
277 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.377 105.5202
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804578
Finding_6380560528574_601.jpg
279 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37723 105.5199
The grade of the pedestrian access route is too steep.
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. 5.85% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 5.85%running slope
falls within conventional construction tolerance.No action
required. 2011 PROWAG R302.5 A3 S $4,000 6,000 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804580
Finding_6380560565397_426.jpg
Town Hall Sidewalks Finding 804580
Finding_6380560566341_872.jpg
280 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37733 105.52
The grade of the pedestrian access route is too steep.
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.6% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 6%running slope falls
within conventional construction tolerance.No action required. 2011 PROWAG R302.5 A3 S $1,200 1,800 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804581
Finding_6380560572295_914.jpg
Town Hall Sidewalks Finding 804581
Finding_6380560573706_317.jpg
281 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37735 105.52
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $1,200 1,800 1/1/2024 1/1/2027 10'x12',120sq/ft
Town Hall Sidewalks Finding 804582
Finding_6380560577733_100.jpg
282 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37733 105.5201
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Town Hall Sidewalks Finding 804583
Finding_6380560584488_639.jpg
Town Hall Sidewalks Finding 804583
Finding_6380560585563_658.jpg
283 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Flared Sides Right Slope NA 40.37743 105.52
The slope of the right are is greater than 10%.
Where a pedestrian circulation path crosses the curb ramp flared sides shall be sloped 10 percent maximum
measured parallel to the curb line.15% Open
Replace flared side with either a return curb or a slope less than
or equal to 10%. 2011 PROWAG R304.2.3 A4 CR $500 750 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804584
Finding_6380560596579_9.jpg
Town Hall Sidewalks Finding 804584
Finding_6380560597506_932.jpg
284 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37743 105.5199
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.25%3.5% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,800 7,200 1/1/2027 1/1/2033 80'x6',480sq/ft
Town Hall Sidewalks Finding 804585
Finding_6380560604616_576.jpg
Town Hall Sidewalks Finding 804585
Finding_6380560605285_346.jpg
Town Hall Sidewalks Finding 804585
Finding_6380560612408_938.jpg
Town Hall Sidewalks Finding 804585
Finding_6380560613042_949.jpg
285 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Slope Cross On site
Perpendicular or Diagonal
Ramp 40.37753 105.5201
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum.
4%on site and a 3.45%
landing Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%.Regrade the turning space so that the running and
cross slopes do not exceed 2%. 2011 PROWAG R304.5.3 A2 CR $3,500 4,000 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804586
Finding_6380560627430_399.jpg
Town Hall Sidewalks Finding 804586
Finding_6380560628149_171.jpg
Town Hall Sidewalks Finding 804586
Finding_6380560631237_412.jpg
Town Hall Sidewalks Finding 804586
Finding_6380560632255_112.jpg
286 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37749 105.5202
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.15% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,000 3,000 1/1/2027 1/1/2033 10'x20',200sq/ft
Town Hall Sidewalks Finding 804587
Finding_6380560636134_924.jpg
Town Hall Sidewalks Finding 804587
Finding_6380560636936_554.jpg
287 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37751 105.5201
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the
Stairs to police
department Open Provide an accessible rote to the Police Department entrance. 2011 PROWAG R302.7.2 A5 S $3,500 5,000 1/1/2024 1/1/2027
Town Hall Sidewalks Finding 804588
Finding_6380560646622_738.jpg
Town Hall Sidewalks Finding 804588
Finding_6380560649006_991.jpg
Town Hall Sidewalks Finding 804588
Finding_6380560650490_600.jpg
Town Hall Sidewalks Finding 804588
Finding_6380560650999_27.jpg
288 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37764 105.5201
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.8.45% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Town Hall Sidewalks Finding 804589
Finding_6380560656344_214.jpg
Town Hall Sidewalks Finding 804589
Finding_6380560657269_282.jpg
289 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37757 105.5202
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $960 1,440 1/1/2027 1/1/2033 16'x6',96sq/ft
Town Hall Sidewalks Finding 804590
Finding_6380560665793_422.jpg
Town Hall Sidewalks Finding 804590
Finding_6380560666606_712.jpg
290 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.3777 105.5205
The grade of the pedestrian access route is too steep.
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. 8.30% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $320 480 1/1/2027 1/1/2033 8'x4',32sq/ft
Town Hall Sidewalks Finding 804591
Finding_6380560673256_862.jpg
Town Hall Sidewalks Finding 804591
Finding_6380560673991_325.jpg
291 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37771 105.5199
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the Step to parking fee Open
Remove the step to the parking meter to provide a lever surface
to the amenity. 2011 PROWAG R302.7.2 A5 S $750 1,000 1/1/2024 1/1/2027
Town Hall Sidewalks Finding 804592
Finding_6380560688563_327.jpg
292 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.3777 105.5206
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.35% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.35%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Town Hall Sidewalks Finding 804593
Finding_6380560797049_667.jpg
Town Hall Sidewalks Finding 804593
Finding_6380560797807_251.jpg
294 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37762 105.5205
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.25%4.85% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,200 4,800 1/1/2027 1/1/2033 40'x8',320sq/ft
Town Hall Sidewalks Finding 804595
Finding_6380560813150_726.jpg
Town Hall Sidewalks Finding 804595
Finding_6380560814342_522.jpg
Town Hall Sidewalks Finding 804595
Finding_6380560818168_762.jpg
Town Hall Sidewalks Finding 804595
Finding_6380560818865_441.jpg
295 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37796 105.5202
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.7%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Town Hall Sidewalks Finding 804596
Finding_6380560827655_798.jpg
Town Hall Sidewalks Finding 804596
Finding_6380560828288_909.jpg
296 ADA Evaluation
Pedestrian Access Routes
PAR) Town Hall Sidewalks W Elkhorn Ave Slope Cross NA NA NA 40.37786 105.5201
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.4%6.8% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Town Hall Sidewalks Finding 804597
Finding_6380560831490_311.jpg
Town Hall Sidewalks Finding 804597
Finding_6380560832198_254.jpg
Town Hall Sidewalks Finding 804597
Finding_6380560834056_544.jpg
Town Hall Sidewalks Finding 804597
Finding_6380560834721_536.jpg
299 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.38404 105.5473
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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.
7.75%steeper than road
grade) Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $2,400 3,600 1/1/2033 1/1/2038 30'x8',240sq/ft
Shared Use Path Finding 803711
Finding_6380551658572_629.jpg
Shared Use Path Finding 803711
Finding_6380551659388_87.jpg
Shared Use Path Finding 803711
Finding_6380551662350_981.jpg
Shared Use Path Finding 803711
Finding_6380551663422_699.jpg
300 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Continuous Width 120"minimum NA NA 40.38415 105.5469
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.96" Open Refer to Record 160 for Reccomendation and Pricing 2011 PROWAG R302.3 D3 S 1/1/2033 1/1/2038
Shared Use Path Finding 803712
Finding_6380551667108_882.jpg
Shared Use Path Finding 803712
Finding_6380551667972_123.jpg
301 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Cross NA NA NA 40.38419 105.5472
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 803713
Finding_6380551673658_97.jpg
Shared Use Path Finding 803713
Finding_6380551674314_536.jpg
304 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.38401 105.5462
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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.
7.6%steeper than street
grade) Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $18,400 27,600 1/1/2033 1/1/2038 230'x8',1,840sq/ft
Shared Use Path Finding 803716
Finding_6380551692291_229.jpg
Shared Use Path Finding 803716
Finding_6380551702200_157.jpg
Shared Use Path Finding 803716
Finding_6380551702897_86.jpg
Shared Use Path Finding 803716
Finding_6380551710134_705.jpg
306 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Cross NA NA NA 40.38261 105.5426
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.20% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 20'x8',160sq/ft
Shared Use Path Finding 803718
Finding_6380551735417_114.jpg
Shared Use Path Finding 803718
Finding_6380551736249_352.jpg
307 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Cross NA NA NA 40.38318 105.5424
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $800 1,200 1/1/2033 1/1/2038 10'x8',80sq/ft
Shared Use Path Finding 803719
Finding_6380551741778_503.jpg
Shared Use Path Finding 803719
Finding_6380551743435_939.jpg
309 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.38318 105.5421
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 5.85% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 5.85%running slope
falls within conventional construction tolerance.No action
required. 2011 PROWAG R302.5 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 803721
Finding_6380551759570_294.jpg
Shared Use Path Finding 803721
Finding_6380551760312_378.jpg
310 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fall River Rd Slope Cross NA NA NA 40.38316 105.5421
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 803722
Finding_6380551766471_13.jpg
Shared Use Path Finding 803722
Finding_6380551767290_29.jpg
315 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.36648 105.4934
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827440
Finding_6380888159292_75.jpg
Shared Use Path Finding 827440
Finding_6380888159951_816.jpg
318 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.36517 105.4942
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.1" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $2,400 3,600 1/1/2024 1/1/2027 30'x8',240sq/ft
Shared Use Path Finding 827443
Finding_6380888200120_84.jpg
Shared Use Path Finding 827443
Finding_6380888200871_496.jpg
319 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.36477 105.4942
The grade of the pedestrian access route is too steep.
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. 9%Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $13,500 20,250 1/1/2033 1/1/2038 135'x10',1,350sq/ft
Shared Use Path Finding 827444
Finding_6380888218784_244.jpg
Shared Use Path Finding 827444
Finding_6380888220006_62.jpg
Shared Use Path Finding 827444
Finding_6380888220975_3.jpg
Shared Use Path Finding 827444
Finding_6380888222732_535.jpg
321 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.36327 105.4946
The grade of the pedestrian access route is too steep.
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. 5.85% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 5.85%running slope
falls within conventional construction tolerance.No action
required. 2011 PROWAG R302.5 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827446
Finding_6380888258919_275.jpg
Shared Use Path Finding 827446
Finding_6380888259510_431.jpg
322 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.36328 105.4948
The grade of the pedestrian access route is too steep.
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. 9.50% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $4,000 6,000 1/1/2033 1/1/2038 40'x10',400sq/ft
Shared Use Path Finding 827447
Finding_6380888266497_984.jpg
Shared Use Path Finding 827447
Finding_6380888267195_977.jpg
Shared Use Path Finding 827447
Finding_6380888273054_965.jpg
Shared Use Path Finding 827447
Finding_6380888273752_63.jpg
326 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.36007 105.4959
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.Damaged concrete Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $4,000 6,000 1/1/2024 1/1/2027 5 panels,400sq/ft
Shared Use Path Finding 827451
Finding_6380888335410_834.jpg
328 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Continuous Width 120"minimum NA NA 40.35886 105.496
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.9'shared use path Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D2 S $15,000 22,500 1/1/2033 1/1/2038
9'sidewalk starts at Johnsen Ln
heading South.Approx.1,500LF
1,500 sq/ft Cost includes
adding an additional 1ft of
concrete to the existing
Shared Use Path Finding 827453
Finding_6380888370124_552.jpg
Shared Use Path Finding 827453
Finding_6380888371077_429.jpg
330 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.35665 105.4967
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.Damaged concrete Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $5,400 8,100 1/1/2024 1/1/2027 60'x9',540sq/ft
Shared Use Path Finding 827455
Finding_6380888412139_152.jpg
Shared Use Path Finding 827455
Finding_6380888412938_41.jpg
331 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Continuous Width 120"minimum NA NA 40.35658 105.497
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open Refer to Record 328 for Reccomendation and Pricing 2011 PROWAG R302.3 D2 S 1/1/2033 1/1/2038
Shared Use Path Finding 827456
Finding_6380888425634_797.jpg
Shared Use Path Finding 827456
Finding_6380888426292_386.jpg
332 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Cross NA NA NA 40.35643 105.4971
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827457
Finding_6380888429523_680.jpg
Shared Use Path Finding 827457
Finding_6380888430139_816.jpg
333 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Curb Ramp
Vertical Surface
Discontinuities NA NA 40.35551 105.498
There are vertical surface discontinuities greater than 1/2 or between 1/4 inch and 1/2 inch that are not
beveled.
Vertical surface discontinuities shall be 1/2 maximum.Vertical surface discontinuities between 1/4 inch and
1/2 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 D6 CR $50 100 1/1/2033 1/1/2038 Country Club North
Shared Use Path Finding 827458
Finding_6380888443591_734.jpg
336 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Cross NA NA NA 40.35524 105.498
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827473
Finding_6380888466983_265.jpg
Shared Use Path Finding 827473
Finding_6380888468474_485.jpg
338 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.35501 105.4979
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $700 1,050 1/1/2024 1/1/2027 7'x10',70sq/ft
Shared Use Path Finding 827475
Finding_6380888494462_96.jpg
Shared Use Path Finding 827475
Finding_6380888495394_850.jpg
339 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.35514 105.4979
The grade of the pedestrian access route is too steep.
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. 6.95% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $4,000 6,000 1/1/2033 1/1/2038 40'x10',400sq/ft
Shared Use Path Finding 827476
Finding_6380888505863_236.jpg
Shared Use Path Finding 827476
Finding_6380888506765_542.jpg
340 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Cross NA NA NA 40.35503 105.4979
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 13% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $3,000 4,500 1/1/2033 1/1/2038 30'x10',300sq/ft
Shared Use Path Finding 827477
Finding_6380888517936_200.jpg
Shared Use Path Finding 827477
Finding_6380888518444_188.jpg
341 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Cross NA NA NA 40.35509 105.4979
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827478
Finding_6380888529399_218.jpg
Shared Use Path Finding 827478
Finding_6380888529959_318.jpg
343 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.35214 105.499
The cross slope of the turning space exceeds 2%maximum.
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.
3.5%turning space
everything else compliant Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 D4 CR $1,000 1,500 1/1/2033 1/1/2038
Shared Use Path Finding 827480
Finding_6380888564046_106.jpg
Shared Use Path Finding 827480
Finding_6380888565272_841.jpg
Shared Use Path Finding 827480
Finding_6380888565853_644.jpg
344 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.35119 105.5001
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827481
Finding_6380888579843_219.jpg
Shared Use Path Finding 827481
Finding_6380888580419_604.jpg
346 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Curb Ramp
Vertical Surface
Discontinuities NA NA 40.35039 105.5007
There are vertical surface discontinuities greater than 1/2 or between 1/4 inch and 1/2 inch that are not
beveled.
Vertical surface discontinuities shall be 1/2 maximum.Vertical surface discontinuities between 1/4 inch and
1/2 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 D6 CR $50 100 1/1/2033 1/1/2038
Shared Use Path Finding 827483
Finding_6380888598377_477.jpg
347 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Curb Ramp
Vertical Surface
Discontinuities NA NA 40.35043 105.5007
There are vertical surface discontinuities greater than 1/2 or between 1/4 inch and 1/2 inch that are not
beveled.
Vertical surface discontinuities shall be 1/2 maximum.Vertical surface discontinuities between 1/4 inch and
1/2 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1.5" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 D6 CR $50 100 1/1/2033 1/1/2038
Shared Use Path Finding 827484
Finding_6380888605813_45.jpg
351 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Fish Creek Trail Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.34999 105.5012
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 5.40% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 5.4%running slope falls
within conventional construction tolerance.No action required. 2011 PROWAG R302.5 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827488
Finding_6380888640001_330.jpg
Shared Use Path Finding 827488
Finding_6380888641056_599.jpg
355 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Continuous Width 120"minimum NA NA 40.34858 105.5029
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D2 S $18,000 27,000 1/1/2033 1/1/2038
Starting at Scott Ave Approx.
900LF 1,800sq/ft Cost includes
adding an additional 2ft of
concrete to the existing
concrete shared use path)
Shared Use Path Finding 827491
Finding_6380888669522_893.jpg
Shared Use Path Finding 827491
Finding_6380888671311_354.jpg
Shared Use Path Finding 827491
Finding_6380888672571_249.jpg
356 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34868 105.5026
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.30" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827492
Finding_6380888682878_892.jpg
357 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.34822 105.5034
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 10%9.5% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $2,160 3,240 1/1/2033 1/1/2038 27'x8',216sq/ft
Shared Use Path Finding 827493
Finding_6380888690407_609.jpg
Shared Use Path Finding 827493
Finding_6380888691094_840.jpg
Shared Use Path Finding 827493
Finding_6380888692324_608.jpg
Shared Use Path Finding 827493
Finding_6380888692979_167.jpg
358 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Slope Cross NA NA NA 40.34732 105.5048
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.70% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $3,200 4,800 1/1/2033 1/1/2038 40'x8',320sq/ft
Shared Use Path Finding 827494
Finding_6380888711771_486.jpg
Shared Use Path Finding 827494
Finding_6380888712525_830.jpg
359 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Clear Floor Space Parallel Approach
Confined Greater than 15
Inches Maneuvering Space 40.34737 105.5049
The required addional maneuvering space is not provided for a parallel approach.
Where a clear space is conned on all or part of three sides addional maneuvering space shall be provided.
The clear space and additional maneuvering space shall be 5.0 ft wide minimum where the depth exceeds 15 At dog bags Open
Relocate the dog waste bags so they are accessible from the
shared use path.
2011 PROWAG R404.7
2011 PROWAG R404.7.2 D3 S $50 100 1/1/2033 1/1/2038
Shared Use Path Finding 827495
Finding_6380888723366_628.jpg
360 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.34848 105.503
The grade of the pedestrian access route is too steep.
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. 9.25%8.55% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $5,000 7,500 1/1/2033 1/1/2038 50'x10',500sq/ft
Shared Use Path Finding 827496
Finding_6380888730823_452.jpg
Shared Use Path Finding 827496
Finding_6380888731485_656.jpg
Shared Use Path Finding 827496
Finding_6380888734848_46.jpg
Shared Use Path Finding 827496
Finding_6380888735497_879.jpg
361 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34679 105.507
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.Damaged concrete Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $3,000 4,500 1/1/2024 1/1/2027 30'x10',300sq/ft
Shared Use Path Finding 827497
Finding_6380888754355_887.jpg
Shared Use Path Finding 827497
Finding_6380888755110_72.jpg
362 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.34675 105.507
The grade of the pedestrian access route is too steep.
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.6% Open
The pedestrian access route does have an excessive running
slope.However,it is our opinion that the 6%running slope falls
within conventional construction tolerance.No action required. 2011 PROWAG R302.5 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827498
Finding_6380888762342_759.jpg
Shared Use Path Finding 827498
Finding_6380888762920_781.jpg
363 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34673 105.5073
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6"3 locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827499
Finding_6380888770745_508.jpg
365 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34665 105.509
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.Damaged concrete Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $3,000 4,500 1/1/2024 1/1/2027 30'x10',300sq/ft
Shared Use Path Finding 827501
Finding_6380888813104_50.jpg
Shared Use Path Finding 827501
Finding_6380888814059_100.jpg
366 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Slope Cross NA NA NA 40.34663 105.5089
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.95% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $5,000 7,500 1/1/2033 1/1/2038 50'x10',500sq/ft
Shared Use Path Finding 827502
Finding_6380888821043_856.jpg
Shared Use Path Finding 827502
Finding_6380888821949_618.jpg
368 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Lake Shore Dr Trail Clear Floor Space Parallel Approach
Confined Greater than 15
Inches Maneuvering Space 40.34679 105.5117
The required addional maneuvering space is not provided for a parallel approach.
Where a clear space is conned on all or part of three sides addional maneuvering space shall be provided.
The clear space and additional maneuvering space shall be 5.0 ft wide minimum where the depth exceeds 15 27" Open
Relocate the dog waste bags so they are accessible from the
shared use path.
2011 PROWAG R404.7
2011 PROWAG R404.7.2 D3 S $50 100 1/1/2033 1/1/2038
Shared Use Path Finding 827504
Finding_6380888843444_590.jpg
Shared Use Path Finding 827504
Finding_6380888844360_134.jpg
369 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34683 105.5119
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.14" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827505
Finding_6380888858864_504.jpg
Shared Use Path Finding 827505
Finding_6380888862240_947.jpg
Shared Use Path Finding 827505
Finding_6380888863182_289.jpg
370 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Continuous Width 120"minimum NA NA 40.34678 105.5118
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.9' Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D2 S $680,000 850,000 1/1/2033 1/1/2038
Approx.8,500LF 85,000sq/ft
Cost includes removal and
replacement of existing ashpalt)
Shared Use Path Finding 827506
Finding_6380888866812_968.jpg
Shared Use Path Finding 827506
Finding_6380888868340_711.jpg
Shared Use Path Finding 827506
Finding_6380888868885_280.jpg
371 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Surface Horizontal Openings Greater Than 1/2 Inch NA 40.34695 105.5118
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.
Multiple gaps in asphalt
along entire trail Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 D5 S $100 150 1/1/2024 1/1/2027 Per location
Shared Use Path Finding 827507
Finding_6380888878417_285.jpg
Shared Use Path Finding 827507
Finding_6380888879124_867.jpg
372 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.34702 105.5118
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25 Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827508
Finding_6380888882530_876.jpg
Shared Use Path Finding 827508
Finding_6380888883094_940.jpg
373 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.3475 105.5116
The grade of the pedestrian access route is too steep.
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. 10% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $15,000 22,500 1/1/2033 1/1/2038 150'x10',1,500sq/ft
Shared Use Path Finding 827509
Finding_6380888893588_790.jpg
Shared Use Path Finding 827509
Finding_6380888894913_764.jpg
374 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.34713 105.5118
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $3,200 4,800 1/1/2033 1/1/2038 40'x8',320sq/ft
Shared Use Path Finding 827510
Finding_6380888909926_951.jpg
Shared Use Path Finding 827510
Finding_6380888911791_862.jpg
375 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Surface
Vertical Surface
Discontinuities NA NA 40.34736 105.5117
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 3"for 4'of asphalt Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.2 D5 S $100 150 1/1/2024 1/1/2027
Shared Use Path Finding 827511
Finding_6380888924424_646.jpg
Shared Use Path Finding 827511
Finding_6380888925119_673.jpg
Shared Use Path Finding 827511
Finding_6380888928080_552.jpg
376 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.3494 105.5103
The grade of the pedestrian access route is too steep.
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. 10.95% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $2,400 3,600 1/1/2033 1/1/2038 30'x8',240sq/ft
Shared Use Path Finding 827512
Finding_6380888935937_809.jpg
Shared Use Path Finding 827512
Finding_6380888937006_129.jpg
377 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.3494 105.5103
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Scott Ave Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827513
Finding_6380888945081_562.jpg
378 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.34771 105.5115
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10%8% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $0 1/1/2033 1/1/2038 Scott Ave to Acacia
Shared Use Path Finding 827514
Finding_6380888955057_555.jpg
Shared Use Path Finding 827514
Finding_6380888956014_818.jpg
Shared Use Path Finding 827514
Finding_6380888956858_384.jpg
Shared Use Path Finding 827514
Finding_6380888961441_419.jpg
379 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.35104 105.5087
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Acacia Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827515
Finding_6380888982691_938.jpg
380 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35081 105.5088
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 12% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $4,800 7,200 1/1/2033 1/1/2038 60'x8'at St Vrain and Acacia
Shared Use Path Finding 827516
Finding_6380888993055_895.jpg
Shared Use Path Finding 827516
Finding_6380888995725_696.jpg
Shared Use Path Finding 827516
Finding_6380889000545_124.jpg
Shared Use Path Finding 827516
Finding_6380889001179_504.jpg
381 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35132 105.5083
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038 Acacia to Avalon
Shared Use Path Finding 827517
Finding_6380889014758_77.jpg
Shared Use Path Finding 827517
Finding_6380889015891_168.jpg
382 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.35491 105.5049
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Avalon Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827518
Finding_6380889091376_318.jpg
383 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.35522 105.5047
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Country Club Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827519
Finding_6380889099390_272.jpg
384 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35525 105.5047
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.35% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 20'x8',160sq/ft
Shared Use Path Finding 827520
Finding_6380889107037_720.jpg
Shared Use Path Finding 827520
Finding_6380889108095_544.jpg
Shared Use Path Finding 827520
Finding_6380889112896_116.jpg
385 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.35547 105.5047
The grade of the pedestrian access route is too steep.
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. 13.85%5.65% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $8,000 12,000 1/1/2033 1/1/2038 100'x8',800sq/ft
Shared Use Path Finding 827521
Finding_6380889121024_328.jpg
Shared Use Path Finding 827521
Finding_6380889121604_206.jpg
Shared Use Path Finding 827521
Finding_6380889128260_850.jpg
Shared Use Path Finding 827521
Finding_6380889128997_868.jpg
386 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35577 105.5045
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.85%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $8,800 13,200 1/1/2033 1/1/2038 110'x8',880sq/ft
Shared Use Path Finding 827522
Finding_6380889144450_307.jpg
Shared Use Path Finding 827522
Finding_6380889144973_475.jpg
Shared Use Path Finding 827522
Finding_6380889150650_641.jpg
Shared Use Path Finding 827522
Finding_6380889151316_520.jpg
387 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.35741 105.5039
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.
Both sides of Sixth Green
Ln Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827523
Finding_6380889171741_913.jpg
388 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35685 105.5042
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.8%11.1% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827524
Finding_6380889195453_741.jpg
Shared Use Path Finding 827524
Finding_6380889196332_626.jpg
Shared Use Path Finding 827524
Finding_6380889207616_972.jpg
Shared Use Path Finding 827524
Finding_6380889208764_544.jpg
389 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.35823 105.5039
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of Holiday Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827525
Finding_6380889212797_468.jpg
390 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.35823 105.5039
The grade of the pedestrian access route is too steep.
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. 11.9%8.8% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $8,000 12,000 1/1/2033 1/1/2038 100'x8',800sq/ft
Shared Use Path Finding 827526
Finding_6380889221280_145.jpg
Shared Use Path Finding 827526
Finding_6380889221973_211.jpg
Shared Use Path Finding 827526
Finding_6380889227453_332.jpg
Shared Use Path Finding 827526
Finding_6380889228304_419.jpg
391 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.35913 105.5038
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.95%3.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038 Holiday to Golf Course Rd
Shared Use Path Finding 827527
Finding_6380889239630_156.jpg
Shared Use Path Finding 827527
Finding_6380889240229_336.jpg
Shared Use Path Finding 827527
Finding_6380889251380_284.jpg
Shared Use Path Finding 827527
Finding_6380889251986_676.jpg
392 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.36166 105.5036
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.
Both sides of Golf Course
Rd Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827528
Finding_6380889299110_394.jpg
393 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36179 105.5036
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.20% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $1,600 2,400 1/1/2033 1/1/2038 20'x8',160sq/ft
Shared Use Path Finding 827529
Finding_6380889307287_314.jpg
Shared Use Path Finding 827529
Finding_6380889308012_495.jpg
Shared Use Path Finding 827529
Finding_6380889309018_835.jpg
394 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Continuous Width 120"minimum NA NA 40.36295 105.5035
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.60" Open Refer to Record 370 for Reccomendation and Pricing 2011 PROWAG R302.3 D2 S 1/1/2033 1/1/2038
Shared Use Path Finding 827530
Finding_6380889338040_592.jpg
Shared Use Path Finding 827530
Finding_6380889338887_53.jpg
Shared Use Path Finding 827530
Finding_6380889339985_939.jpg
395 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36201 105.5036
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Shared Use Path Finding 827531
Finding_6380889326266_313.jpg
Shared Use Path Finding 827531
Finding_6380889327089_248.jpg
Shared Use Path Finding 827531
Finding_6380889334464_388.jpg
Shared Use Path Finding 827531
Finding_6380889335304_306.jpg
396 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Continuous Width 120"minimum NA NA 40.36362 105.5035
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open Refer to Record 370 for Reccomendation and Pricing 2011 PROWAG R302.3 D2 S 1/1/2033 1/1/2038
Shared Use Path Finding 827532
Finding_6380889360789_855.jpg
Shared Use Path Finding 827532
Finding_6380889362049_570.jpg
397 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Surface
Vertical Surface
Discontinuities NA NA 40.3632 105.5035
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1.5" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 D5 S $75 150 1/1/2024 1/1/2027
Shared Use Path Finding 827533
Finding_6380889380685_502.jpg
398 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.3628 105.5036
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
Eagleview Condos to
Community Dr
Shared Use Path Finding 827534
Finding_6380889357125_58.jpg
Shared Use Path Finding 827534
Finding_6380889358217_269.jpg
Shared Use Path Finding 827534
Finding_6380889367547_5.jpg
Shared Use Path Finding 827534
Finding_6380889368095_860.jpg
399 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36554 105.5033
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11.5%3.4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038
From Community Dr to 860
cabin
Shared Use Path Finding 827624
Finding_6380896481324_397.jpg
Shared Use Path Finding 827624
Finding_6380896482553_226.jpg
Shared Use Path Finding 827624
Finding_6380896483228_515.jpg
400 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36598 105.5034
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S $3,200 4,800 1/1/2033 1/1/2038 40'x8'at driveway,320sq/ft
Shared Use Path Finding 827625
Finding_6380896495077_769.jpg
Shared Use Path Finding 827625
Finding_6380896496289_367.jpg
401 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.36559 105.5033
The grade of the pedestrian access route is too steep.
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. 12.25% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $4,800 7,200 1/1/2033 1/1/2038 60'x8',480sq/ft
Shared Use Path Finding 827626
Finding_6380896507728_570.jpg
Shared Use Path Finding 827626
Finding_6380896508598_346.jpg
Shared Use Path Finding 827626
Finding_6380896509330_982.jpg
Shared Use Path Finding 827626
Finding_6380896516335_561.jpg
402 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36666 105.5033
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 18.25%3.65% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038 Address 760 720
Shared Use Path Finding 827627
Finding_6380896524750_276.jpg
Shared Use Path Finding 827627
Finding_6380896525836_990.jpg
Shared Use Path Finding 827627
Finding_6380896532063_212.jpg
Shared Use Path Finding 827627
Finding_6380896533069_964.jpg
403 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Surface
Vertical Surface
Discontinuities NA NA 40.36726 105.5034
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2 3"multiple locations Open Repair the walkway to eliminate the vertical tripping hazard. 2011 PROWAG R302.7.2 D5 S $2,000 3,000 1/1/2024 1/1/2027 25'x8',200sq/ft
Shared Use Path Finding 827628
Finding_6380896553613_667.jpg
Shared Use Path Finding 827628
Finding_6380896556083_712.jpg
Shared Use Path Finding 827628
Finding_6380896557609_141.jpg
404 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Curb Ramp Detectable Warnings Missing NA 40.36627 105.5034
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 827629
Finding_6380896576380_15.jpg
Shared Use Path Finding 827629
Finding_6380896577590_221.jpg
405 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path St Vrain Ave Trail Slope Cross NA NA NA 40.36802 105.5036
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 D3 S$001/1/2033 1/1/2038 650 to Graves
Shared Use Path Finding 827630
Finding_6380896579752_853.jpg
Shared Use Path Finding 827630
Finding_6380896580332_706.jpg
Shared Use Path Finding 827630
Finding_6380896585930_707.jpg
Shared Use Path Finding 827630
Finding_6380896586683_991.jpg
406 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37719 105.529
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,000 6,000 1/1/2027 1/1/2033 40'x10,400sq/ft
Walkways Finding 827535
Finding_6380890038133_701.jpg
Walkways Finding 827535
Finding_6380890039240_243.jpg
Walkways Finding 827535
Finding_6380890048519_878.jpg
Walkways Finding 827535
Finding_6380890049234_540.jpg
407 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface
Vertical Surface
Discontinuities NA NA 40.37733 105.529
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2"multiple locations Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkways Finding 827536
Finding_6380890050614_790.jpg
Walkways Finding 827536
Finding_6380890052178_852.jpg
408 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37722 105.5289
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkways Finding 827537
Finding_6380890063935_844.jpg
Walkways Finding 827537
Finding_6380890064571_575.jpg
409 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface
Vertical Surface
Discontinuities NA NA 40.37713 105.5289
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkways Finding 827538
Finding_6380890069080_132.jpg
410 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37705 105.5288
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $350 525 1/1/2027 1/1/2033 7'x5',35sq/ft
Walkways Finding 827539
Finding_6380890074891_576.jpg
Walkways Finding 827539
Finding_6380890075681_791.jpg
411 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface
Vertical Surface
Discontinuities NA NA 40.37704 105.5288
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkways Finding 827540
Finding_6380890081965_316.jpg
412 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37712 105.5286
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.65% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033 35'x5'Flagstone
Walkways Finding 827541
Finding_6380890088036_876.jpg
Walkways Finding 827541
Finding_6380890088843_775.jpg
Walkways Finding 827541
Finding_6380890092459_672.jpg
Walkways Finding 827541
Finding_6380890093398_968.jpg
413 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37719 105.5286
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033 20'x5'to accessible picnic table
Walkways Finding 827542
Finding_6380890102474_990.jpg
Walkways Finding 827542
Finding_6380890106163_433.jpg
Walkways Finding 827542
Finding_6380890106845_560.jpg
414 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface
Vertical Surface
Discontinuities NA NA 40.37714 105.5287
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the
Multiple triping hazards at
flagstone Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkways Finding 827543
Finding_6380890113079_377.jpg
Walkways Finding 827543
Finding_6380890114650_683.jpg
415 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37708 105.5284
The grade of the pedestrian access route is too steep.
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. 8.35%at flagstone Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $1,920 2,400 1/1/2027 1/1/2033 8'x12',96sq/ft
Walkways Finding 827544
Finding_6380890130319_890.jpg
Walkways Finding 827544
Finding_6380890131175_533.jpg
416 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37708 105.5284
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11.2 Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,000 1,500 1/1/2027 1/1/2033 20'x5',100sq/ft
Walkways Finding 827545
Finding_6380890136243_135.jpg
Walkways Finding 827545
Finding_6380890137037_801.jpg
418 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface
Vertical Surface
Discontinuities NA NA 40.37689 105.5286
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2"and damaged concrete Open Remove and replace existing walkway. 2011 PROWAG R302.7.2 B5 S $1,680 2,520 1/1/2024 1/1/2027 14'x12',168sq/ft
Walkways Finding 827547
Finding_6380890147769_951.jpg
Walkways Finding 827547
Finding_6380890148940_140.jpg
Walkways Finding 827547
Finding_6380890152466_586.jpg
420 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37707 105.5283
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkways Finding 827549
Finding_6380890170034_943.jpg
Walkways Finding 827549
Finding_6380890170626_137.jpg
421 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37717 105.5279
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkways Finding 827550
Finding_6380890172874_416.jpg
422 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37714 105.528
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.55%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,920 2,880 1/1/2027 1/1/2033 24'x8',192sq/ft
Walkways Finding 827551
Finding_6380890179234_317.jpg
Walkways Finding 827551
Finding_6380890179920_551.jpg
Walkways Finding 827551
Finding_6380890184511_31.jpg
Walkways Finding 827551
Finding_6380890185487_717.jpg
423 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Curb Ramp Slope Cross On site
Perpendicular or Diagonal
Ramp 40.37693 105.5282
The cross slope of the curb ramp is greater than the grade of the street.
The cross slope of curb ramp at the pedestrian street crossings without a yield or stop control shall be
permitted to equal the street or highway grade.
3.05%within site not
PROW Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 B2 CR $3,000 3,500 1/1/2027 1/1/2033
424 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37693 105.5282
The cross slope of the turning space exceeds 2%maximum.
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.
3.4%within site not
PROW Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Walkways Finding 827553
Finding_6380890206046_676.jpg
Walkways Finding 827553
Finding_6380890206811_815.jpg
426 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37675 105.5279
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.45% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Walkways Finding 827555
Finding_6380890217830_121.jpg
Walkways Finding 827555
Finding_6380890218488_859.jpg
427 ADA Evaluation
Pedestrian Access Routes
PAR) Walkways Performance Park Slope Cross NA NA NA 40.37694 105.5283
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.70% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $2,000 3,000 1/1/2027 1/1/2033 25'x8',200sq/ft
Walkways Finding 827556
Finding_6380890229730_909.jpg
Walkways Finding 827556
Finding_6380890230628_313.jpg
428 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Slope Cross NA NA NA 40.37691 105.5273
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.15%at curb ramp Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 C3 S $4,000 6,000 1/1/2033 1/1/2038 50'x8',400sq/ft
Sidewalk Finding 827557
Finding_6380890250942_18.jpg
Sidewalk Finding 827557
Finding_6380890252067_818.jpg
Sidewalk Finding 827557
Finding_6380890254214_141.jpg
Sidewalk Finding 827557
Finding_6380890256086_68.jpg
429 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37686 105.5273
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 9% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%. 2011 PROWAG R302.5 C3 S $3,000 3,500 1/1/2033 1/1/2038
Sidewalk Finding 827558
Finding_6380890265332_855.jpg
Sidewalk Finding 827558
Finding_6380890266173_283.jpg
431 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37723 105.527
The running slope of the curb ramp is excessive.
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 15.0 ft.11.90% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 C2 CR $3,000 3,500 1/1/2033 1/1/2038
Sidewalk Finding 827562
Finding_6380890283043_351.jpg
Sidewalk Finding 827562
Finding_6380890283976_345.jpg
432 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37725 105.527
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.90% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 C4 CR $1,000 1,500 1/1/2033 1/1/2038
Sidewalk Finding 827563
Finding_6380890287263_405.jpg
Sidewalk Finding 827563
Finding_6380890288386_988.jpg
433 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37711 105.5281
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 14.30% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 C3 S $800 1,200 1/1/2033 1/1/2038 10'x8',80sq/ft
Sidewalk Finding 827564
Finding_6380890293314_357.jpg
Sidewalk Finding 827564
Finding_6380890294055_427.jpg
435 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Surface
Vertical Surface
Discontinuities NA NA 40.37693 105.5272
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 C5 S $75 150 1/1/2024 1/1/2027
Sidewalk Finding 827566
Finding_6380890305401_989.jpg
436 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Slope Cross NA NA NA 40.37693 105.5272
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.70% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 C3 S$001/1/2033 1/1/2038
Sidewalk Finding 827567
Finding_6380890310010_712.jpg
Sidewalk Finding 827567
Finding_6380890311141_529.jpg
437 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Spruce Dr Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37675 105.5272
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.5.90% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 C4 CR $1,000 1,500 1/1/2033 1/1/2038
Sidewalk Finding 827568
Finding_6380890320180_932.jpg
Sidewalk Finding 827568
Finding_6380890321275_637.jpg
440 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Slope Cross NA NA NA 40.37676 105.5271
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.4%damage from tree Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,800 2,700 1/1/2027 1/1/2033 30'x6',180sq/ft
Sidewalks Finding 827570
Finding_6380890340512_885.jpg
Sidewalks Finding 827570
Finding_6380890341369_959.jpg
441 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Surface
Vertical Surface
Discontinuities NA NA 40.37671 105.5269
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 827571
Finding_6380890347655_714.jpg
442 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37685 105.5267
The grade of the pedestrian access route is too steep.
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. 12% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $1,200 1,800 1/1/2027 1/1/2033 12'x10',120sq/ft
Sidewalks Finding 827609
Finding_6380890367488_882.jpg
Sidewalks Finding 827609
Finding_6380890368867_560.jpg
443 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Slope Cross NA NA NA 40.37683 105.5266
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 827610
Finding_6380890374189_206.jpg
Sidewalks Finding 827610
Finding_6380890374935_7.jpg
444 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Curb Ramp Slope Cross
Without Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37676 105.5267
The cross slope of the curb ramp is greater than the grade of the street.
The cross slope of curb ramp at the pedestrian street crossings without a yield or stop control shall be
permitted to equal the street or highway grade.2.60% Open
The curb ramp does have an excessive cross slope.However,it is
our opinion that the cross slope of 2.6%falls within conventional
construction tolerance.No action required. 2011 PROWAG R304.5.3 B2 CR 1/1/2027 1/1/2033
Sidewalks Finding 827611
Finding_6380890380153_412.jpg
Sidewalks Finding 827611
Finding_6380890381201_275.jpg
445 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37692 105.5267
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.5.90% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 827612
Finding_6380890385465_891.jpg
Sidewalks Finding 827612
Finding_6380890387238_181.jpg
446 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Slope Cross NA NA NA 40.3768 105.5267
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,200 1,800 1/1/2027 1/1/2033 15'x8',120sq/ft
Sidewalks Finding 827613
Finding_6380890390198_398.jpg
Sidewalks Finding 827613
Finding_6380890391326_132.jpg
Sidewalks Finding 827613
Finding_6380890392021_998.jpg
448 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Spruce Parking Surface
Vertical Surface
Discontinuities NA NA 40.37671 105.5269
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830363
Finding_6380890347655_714.jpg
452 ADA Evaluation
Accessible Pedestrian Signal
APS) East Sidewalk S St Vrain Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.36919 105.5043
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.7.15% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 827633
Finding_6380896677161_64.jpg
East Sidewalk Finding 827633
Finding_6380896678504_862.jpg
455 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.36964 105.5044
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.13% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 827637
Finding_6380896715835_347.jpg
East Sidewalk Finding 827637
Finding_6380896716678_569.jpg
456 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37001 105.5047
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 14.40% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $4,500 6,750 1/1/2027 1/1/2033 75'x6',450sq/ft
East Sidewalk Finding 827638
Finding_6380896721262_921.jpg
East Sidewalk Finding 827638
Finding_6380896722309_689.jpg
458 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.36956 105.5044
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.20% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,000 1,500 1/1/2027 1/1/2033 20'x5',100sq/ft
East Sidewalk Finding 827640
Finding_6380896745338_909.jpg
East Sidewalk Finding 827640
Finding_6380896745929_15.jpg
459 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.36968 105.5046
The running slope of the right curb ramp is excessive.
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 15.0 ft.11.30% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 827641
Finding_6380896763675_811.jpg
East Sidewalk Finding 827641
Finding_6380896764708_796.jpg
East Sidewalk Finding 827641
Finding_6380896766075_758.jpg
461 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37074 105.5054
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.15%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $7,500 11,250 1/1/2027 1/1/2033 150'x5',750sq/ft
East Sidewalk Finding 827643
Finding_6380896789009_730.jpg
East Sidewalk Finding 827643
Finding_6380896789780_542.jpg
East Sidewalk Finding 827643
Finding_6380896800717_519.jpg
East Sidewalk Finding 827643
Finding_6380896801411_807.jpg
462 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Surface
Vertical Surface
Discontinuities NA NA 40.37158 105.5061
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
East Sidewalk Finding 827644
Finding_6380896817678_974.jpg
463 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.37169 105.5061
The running slope of the right curb ramp is excessive.
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 15.0 ft.10% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 829623
Finding_6380896837451_864.jpg
East Sidewalk Finding 829623
Finding_6380896838670_60.jpg
East Sidewalk Finding 829623
Finding_6380896839207_634.jpg
465 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37173 105.5063
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.65% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,500 3,750 1/1/2027 1/1/2033 50'x5',250sq/ft
East Sidewalk Finding 829625
Finding_6380896853292_717.jpg
East Sidewalk Finding 829625
Finding_6380896854030_556.jpg
East Sidewalk Finding 829625
Finding_6380896857790_150.jpg
East Sidewalk Finding 829625
Finding_6380896858492_408.jpg
466 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.37187 105.5064
The running slope of the right curb ramp is excessive.
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 15.0 ft.11.30% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 829626
Finding_6380896863897_718.jpg
East Sidewalk Finding 829626
Finding_6380896864959_579.jpg
467 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37197 105.5065
The cross slope of the turning space exceeds 2%maximum.
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. 6.35% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 829627
Finding_6380896873570_297.jpg
East Sidewalk Finding 829627
Finding_6380896874726_215.jpg
468 ADA Evaluation
Accessible Pedestrian Signal
APS) East Sidewalk S St Vrain Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.37198 105.5064
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.7.85% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 829628
Finding_6380896879032_672.jpg
East Sidewalk Finding 829628
Finding_6380896879757_546.jpg
470 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.37204 105.5066
The running slope of the right curb ramp is excessive.
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 15.0 ft.10.55% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 829630
Finding_6380896899545_777.jpg
East Sidewalk Finding 829630
Finding_6380896900813_275.jpg
471 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37233 105.5068
The cross slope of the turning space exceeds 2%maximum.
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. 9% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 829637
Finding_6380896904180_590.jpg
East Sidewalk Finding 829637
Finding_6380896905155_233.jpg
473 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37291 105.5073
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
East Sidewalk Finding 829639
Finding_6380896928466_756.jpg
East Sidewalk Finding 829639
Finding_6380896929686_992.jpg
474 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37288 105.5073
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.1%drive pan Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,500 2,250 1/1/2027 1/1/2033 30'x5',150sq/ft
East Sidewalk Finding 829640
Finding_6380896945498_873.jpg
East Sidewalk Finding 829640
Finding_6380896946279_958.jpg
475 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37312 105.5075
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
East Sidewalk Finding 829641
Finding_6380896961591_223.jpg
East Sidewalk Finding 829641
Finding_6380896962315_375.jpg
478 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37323 105.5076
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.7%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
East Sidewalk Finding 829645
Finding_6380896990576_720.jpg
East Sidewalk Finding 829645
Finding_6380896991503_971.jpg
480 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.374 105.5083
The cross slope of the turning space exceeds 2%maximum.
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. 4.70% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 829647
Finding_6380897019287_274.jpg
East Sidewalk Finding 829647
Finding_6380897019941_620.jpg
481 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37402 105.5084
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.1.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
East Sidewalk Finding 829648
Finding_6380897022356_945.jpg
482 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37417 105.5086
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
East Sidewalk Finding 829649
Finding_6380897029491_603.jpg
East Sidewalk Finding 829649
Finding_6380897030177_879.jpg
483 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37437 105.5087
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 12.25% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $1,000 1,500 1/1/2027 1/1/2033 10'x10',100sq/ft
East Sidewalk Finding 829650
Finding_6380897038531_472.jpg
East Sidewalk Finding 829650
Finding_6380897039235_505.jpg
484 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37469 105.5089
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 6.55% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 829651
Finding_6380897045899_327.jpg
East Sidewalk Finding 829651
Finding_6380897046712_369.jpg
485 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37474 105.509
The cross slope of the turning space exceeds 2%maximum.
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. 9.35% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
East Sidewalk Finding 829652
Finding_6380897049763_340.jpg
East Sidewalk Finding 829652
Finding_6380897050970_888.jpg
486 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37485 105.5091
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
East Sidewalk Finding 829653
Finding_6380897060196_890.jpg
East Sidewalk Finding 829653
Finding_6380897060949_243.jpg
489 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Surface
Vertical Surface
Discontinuities NA NA 40.37158 105.5061
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
East Sidewalk Finding 830365
Finding_6380896817678_974.jpg
490 ADA Evaluation
Pedestrian Access Routes
PAR) East Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.37204 105.5066
The running slope of the right curb ramp is excessive.
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 15.0 ft.10.55% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
East Sidewalk Finding 830366
Finding_6380896899545_777.jpg
East Sidewalk Finding 830366
Finding_6380896900813_275.jpg
493 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37561 105.5101
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.95%damaged concrete Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,500 2,250 1/1/2027 1/1/2033 30'x5',150sq/ft
West Sidewalk Finding 829657
Finding_6380897149942_495.jpg
West Sidewalk Finding 829657
Finding_6380897150557_562.jpg
494 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37511 105.5096
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $500 750 1/1/2027 1/1/2033 10'x5',50sq/ft
West Sidewalk Finding 829658
Finding_6380897160207_285.jpg
West Sidewalk Finding 829658
Finding_6380897160895_488.jpg
495 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope at Gutter or Street NA NA 40.3751 105.5096
The counter slope at the guer exceeds 5%.
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.9.25% Open
Regrade the gutter/street so that the counter slope does not
exceed 5%in the direction of the curb ramp run. 2011 PROWAG R304.5.4 A2 CR $5,000 7,000 1/1/2027 1/1/2033
West Sidewalk Finding 829659
Finding_6380897166092_180.jpg
West Sidewalk Finding 829659
Finding_6380897167195_801.jpg
498 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37482 105.5092
The running slope of the curb ramp is excessive.
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 15.0 ft.10.55% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829662
Finding_6380897187638_908.jpg
West Sidewalk Finding 829662
Finding_6380897188560_108.jpg
499 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37468 105.5092
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 A4 CR $500 1,000 1/1/2027 1/1/2033
West Sidewalk Finding 829663
Finding_6380897196801_527.jpg
West Sidewalk Finding 829663
Finding_6380897197720_258.jpg
500 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37451 105.5091
The running slope of the curb ramp is excessive.
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 15.0 ft.
Couldn't evaluate due to
snow Open
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR TBD TBD 1/1/2027 1/1/2033
West Sidewalk Finding 829664
Finding_6380897205875_478.jpg
502 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37455 105.5089
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 3.75% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829666
Finding_6380897218594_444.jpg
West Sidewalk Finding 829666
Finding_6380897220201_485.jpg
503 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37428 105.5088
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 2.40% Open
The curb ramp does have an excessive cross slope.However,it is
our opinion that the cross slope of 2.4%falls within conventional
construction tolerance.No action required. 2011 PROWAG R304.5.3 A2 CR 1/1/2027 1/1/2033
West Sidewalk Finding 829667
Finding_6380897226720_649.jpg
West Sidewalk Finding 829667
Finding_6380897227504_93.jpg
504 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37411 105.5088
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
West Sidewalk Finding 829668
Finding_6380897231546_517.jpg
West Sidewalk Finding 829668
Finding_6380897232184_566.jpg
505 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37402 105.5086
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 8.2%at driveway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,500 2,250 1/1/2027 1/1/2033 30'x5',150sq/ft
West Sidewalk Finding 829669
Finding_6380897238239_729.jpg
West Sidewalk Finding 829669
Finding_6380897238881_402.jpg
506 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37366 105.5083
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
West Sidewalk Finding 829670
Finding_6380897244860_778.jpg
507 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37366 105.5082
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.6%4.35% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $6,400 9,600 1/1/2027 1/1/2033 80'x8',640sq/ft
West Sidewalk Finding 829671
Finding_6380897250465_401.jpg
West Sidewalk Finding 829671
Finding_6380897251358_341.jpg
West Sidewalk Finding 829671
Finding_6380897252215_261.jpg
West Sidewalk Finding 829671
Finding_6380897254187_648.jpg
508 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.3734 105.5081
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.15%at driveway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
West Sidewalk Finding 829672
Finding_6380897260207_572.jpg
West Sidewalk Finding 829672
Finding_6380897260843_381.jpg
509 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37337 105.5081
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
West Sidewalk Finding 829673
Finding_6380897264806_274.jpg
510 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37343 105.508
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,000 6,000 1/1/2027 1/1/2033 50'x8',400sq/ft
West Sidewalk Finding 829674
Finding_6380897269841_567.jpg
West Sidewalk Finding 829674
Finding_6380897270403_670.jpg
511 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37325 105.508
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 2.60% Open
The curb ramp does have an excessive cross slope.However,it is
our opinion that the cross slope of 2.6%falls within conventional
construction tolerance.No action required. 2011 PROWAG R304.5.3 A2 CR 1/1/2027 1/1/2033
West Sidewalk Finding 829675
Finding_6380897277357_275.jpg
West Sidewalk Finding 829675
Finding_6380897278223_367.jpg
512 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37323 105.5079
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
West Sidewalk Finding 829676
Finding_6380897280749_566.jpg
513 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37294 105.5076
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 4.35% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829677
Finding_6380897288832_806.jpg
West Sidewalk Finding 829677
Finding_6380897289383_807.jpg
514 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37299 105.5077
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.6%3.4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $7,200 10,800 1/1/2027 1/1/2033 90'x8',720sq/ft
West Sidewalk Finding 829678
Finding_6380897292416_417.jpg
West Sidewalk Finding 829678
Finding_6380897293002_234.jpg
West Sidewalk Finding 829678
Finding_6380897297997_782.jpg
West Sidewalk Finding 829678
Finding_6380897298543_62.jpg
515 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37278 105.5074
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces. 6%curb ramp with no
landing Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 A4 CR $500 1,000 1/1/2027 1/1/2033
West Sidewalk Finding 829679
Finding_6380897305022_604.jpg
West Sidewalk Finding 829679
Finding_6380897305921_745.jpg
516 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope at Gutter or Street NA NA 40.37262 105.5074
The counter slope at the guer exceeds 5%.
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.7% Open
Regrade the gutter/street so that the counter slope does not
exceed 5%in the direction of the curb ramp run. 2011 PROWAG R304.5.4 A2 CR $5,000 7,000 1/1/2027 1/1/2033
West Sidewalk Finding 829680
Finding_6380897313312_830.jpg
West Sidewalk Finding 829680
Finding_6380897314019_745.jpg
517 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37262 105.5074
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4%7.6% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $12,000 18,000 1/1/2027 1/1/2033 150'x8',1,200sq/ft
West Sidewalk Finding 829681
Finding_6380897321387_41.jpg
West Sidewalk Finding 829681
Finding_6380897322216_787.jpg
West Sidewalk Finding 829681
Finding_6380897330410_908.jpg
West Sidewalk Finding 829681
Finding_6380897330950_241.jpg
518 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37217 105.507
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.27" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $300 400 1/1/2024 1/1/2027
West Sidewalk Finding 829682
Finding_6380897352912_13.jpg
519 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.3721 105.5069
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,800 7,200 1/1/2027 1/1/2033 60'x8',480sq/ft
West Sidewalk Finding 829683
Finding_6380897355245_183.jpg
West Sidewalk Finding 829683
Finding_6380897355931_928.jpg
520 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37184 105.5067
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 5.30% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829684
Finding_6380897370088_832.jpg
West Sidewalk Finding 829684
Finding_6380897371148_881.jpg
521 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37186 105.5067
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.55% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,600 2,400 1/1/2027 1/1/2033 20'x8',160sq/ft
West Sidewalk Finding 829685
Finding_6380897375925_708.jpg
West Sidewalk Finding 829685
Finding_6380897377386_778.jpg
522 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37155 105.5065
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.35% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.35%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
West Sidewalk Finding 829686
Finding_6380897383640_460.jpg
West Sidewalk Finding 829686
Finding_6380897384504_895.jpg
523 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37157 105.5064
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6%at driveway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
West Sidewalk Finding 829687
Finding_6380897390462_163.jpg
West Sidewalk Finding 829687
Finding_6380897391115_251.jpg
524 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37153 105.5065
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
West Sidewalk Finding 829688
Finding_6380897404810_527.jpg
525 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.3712 105.5062
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
West Sidewalk Finding 829690
Finding_6380897443475_788.jpg
West Sidewalk Finding 829690
Finding_6380897444618_239.jpg
526 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37133 105.5063
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
West Sidewalk Finding 829691
Finding_6380897456870_787.jpg
West Sidewalk Finding 829691
Finding_6380897457773_531.jpg
527 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37077 105.5057
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 3.80% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829692
Finding_6380897466099_328.jpg
West Sidewalk Finding 829692
Finding_6380897466830_699.jpg
528 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37047 105.5055
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces. 5.65%running slope curb
ramp no top landing Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 A4 CR $500 1,000 1/1/2027 1/1/2033
West Sidewalk Finding 829693
Finding_6380897477513_375.jpg
West Sidewalk Finding 829693
Finding_6380897478457_824.jpg
529 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.3705 105.5054
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
West Sidewalk Finding 829694
Finding_6380897484226_492.jpg
West Sidewalk Finding 829694
Finding_6380897485225_523.jpg
530 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Slope Cross NA NA NA 40.37041 105.5054
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.55%at driveway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
West Sidewalk Finding 829695
Finding_6380897490919_807.jpg
West Sidewalk Finding 829695
Finding_6380897491664_598.jpg
531 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37014 105.5052
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
West Sidewalk Finding 829696
Finding_6380897494701_59.jpg
533 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.36999 105.5051
The cross slope of the turning space exceeds 2%maximum.
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. 5.55% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
West Sidewalk Finding 829698
Finding_6380897506765_560.jpg
West Sidewalk Finding 829698
Finding_6380897507741_797.jpg
534 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Running Grade) Parallel Ramp Right Ramp 40.37109 105.5059
The running slope of the right curb ramp is excessive.
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 15.0 ft.9% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Couldn't evaluate rest of curb
ramp due to snow
West Sidewalk Finding 829699
Finding_6380897518828_281.jpg
West Sidewalk Finding 829699
Finding_6380897519587_879.jpg
536 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37098 105.5059
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 8.65% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829701
Finding_6380897532862_10.jpg
West Sidewalk Finding 829701
Finding_6380897533655_93.jpg
537 ADA Evaluation
Pedestrian Access Routes
PAR) West Sidewalk S St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.36922 105.5045
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 4.85% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
West Sidewalk Finding 829702
Finding_6380897541372_572.jpg
West Sidewalk Finding 829702
Finding_6380897542045_193.jpg
540 ADA Evaluation
Accessible Pedestrian Signal
APS) Intersection
St Vrain Big Thompson
Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.37807 105.5165
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.5%at push button Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
Intersection Finding 830044
Finding_6380907277267_545.jpg
Intersection Finding 830044
Finding_6380907278121_90.jpg
544 ADA Evaluation
Pedestrian Access Routes
PAR) Intersection
St Vrain Big Thompson
Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37786 105.517
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 4.25% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Intersection Finding 830048
Finding_6380907313087_400.jpg
Intersection Finding 830048
Finding_6380907315159_916.jpg
545 ADA Evaluation
Accessible Pedestrian Signal
APS) Intersection
St Vrain Big Thompson
Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.37802 105.5172
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.9.3%at push button Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
Intersection Finding 830049
Finding_6380907319767_271.jpg
Intersection Finding 830049
Finding_6380907320735_217.jpg
547 ADA Evaluation
Accessible Pedestrian Signal
APS) Intersection
St Vrain Big Thompson
Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.37807 105.5171
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.5% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
Intersection Finding 830051
Finding_6380907345346_17.jpg
Intersection Finding 830051
Finding_6380907346037_754.jpg
548 ADA Evaluation
Pedestrian Access Routes
PAR) Intersection
St Vrain Big Thompson
Ave Surface
Vertical Surface
Discontinuities NA NA 40.37823 105.5169
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Intersection Finding 830052
Finding_6380907351243_882.jpg
551 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3773 105.5175
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4"at drain Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 829777
Finding_6380905447303_761.jpg
Sidewalks Finding 829777
Finding_6380905448146_236.jpg
553 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37744 105.5178
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,500 6,750 1/1/2027 1/1/2033 45'x10',450sq/ft
Sidewalks Finding 829779
Finding_6380905462771_913.jpg
Sidewalks Finding 829779
Finding_6380905463568_582.jpg
554 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37752 105.518
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 829781
Finding_6380905480703_853.jpg
556 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37737 105.5183
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.60% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,600 3,900 1/1/2027 1/1/2033 26'x10',260sq/ft
Sidewalks Finding 829783
Finding_6380905494349_431.jpg
Sidewalks Finding 829783
Finding_6380905495129_135.jpg
557 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37723 105.5184
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 829784
Finding_6380905505980_569.jpg
Sidewalks Finding 829784
Finding_6380905506610_692.jpg
558 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37724 105.5185
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 829785
Finding_6380905515780_647.jpg
560 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37721 105.5184
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.95% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Sidewalks Finding 829787
Finding_6380905525584_450.jpg
Sidewalks Finding 829787
Finding_6380905526434_448.jpg
561 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37722 105.5188
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 829788
Finding_6380905531013_55.jpg
563 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37716 105.5185
The running slope of the curb ramp is excessive.
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 15.0 ft.10.55% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 829790
Finding_6380905557222_172.jpg
Sidewalks Finding 829790
Finding_6380905560279_963.jpg
564 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37698 105.5194
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.4.15% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A2 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 829791
Finding_6380905565861_110.jpg
Sidewalks Finding 829791
Finding_6380905567153_8.jpg
565 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37699 105.5195
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Sidewalks Finding 829792
Finding_6380905570619_454.jpg
Sidewalks Finding 829792
Finding_6380905573842_202.jpg
566 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Turning Space
Perpendicular/Diagonal
Constrained
Length in the Direction of
Ramp Run 40.37703 105.5195
The turning space at the top of the ramp is not the correct length.
Where the turning space is constrained at the back of sidewalk the turning space shall be 48 inches minimum
wide by 60 inches minimum in the direction of the ramp run. 36" Open
Provide a turning space that is 48"by 60"and does not exceed a
2%slope in any direction. 2011 PROWAG R304.2.1 A4 CR $500 750 1/1/2027 1/1/2033
Sidewalks Finding 829793
Finding_6380905580024_607.jpg
Sidewalks Finding 829793
Finding_6380905580823_184.jpg
568 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.3771 105.5188
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,800 7,200 1/1/2027 1/1/2033 60'x8',480sq/ft
Sidewalks Finding 829795
Finding_6380905595310_188.jpg
Sidewalks Finding 829795
Finding_6380905596120_58.jpg
Sidewalks Finding 829795
Finding_6380905597789_403.jpg
Sidewalks Finding 829795
Finding_6380905598710_314.jpg
570 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37693 105.52
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.70% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,400 3,600 1/1/2027 1/1/2033 30'x8',240sq/ft
Sidewalks Finding 829797
Finding_6380905622430_511.jpg
Sidewalks Finding 829797
Finding_6380905623638_397.jpg
571 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37702 105.5191
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 829798
Finding_6380905628157_971.jpg
573 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37684 105.5199
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 829800
Finding_6380905639191_391.jpg
574 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37675 105.5199
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.12" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 829801
Finding_6380905643739_311.jpg
576 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37685 105.5201
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,600 2,400 1/1/2027 1/1/2033 20'x8',160sq/ft
Sidewalks Finding 829803
Finding_6380905658003_582.jpg
Sidewalks Finding 829803
Finding_6380905658696_400.jpg
577 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37685 105.5203
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 829804
Finding_6380905663371_589.jpg
578 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37685 105.5203
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.35%3.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $11,500 17,250 1/1/2027 1/1/2033 115'x10',1,150sq/ft
Sidewalks Finding 829806
Finding_6380905666389_271.jpg
Sidewalks Finding 829806
Finding_6380905667089_609.jpg
Sidewalks Finding 829806
Finding_6380905669321_111.jpg
Sidewalks Finding 829806
Finding_6380905670118_458.jpg
583 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Clear Floor Space Parallel Approach
Confined Greater than 15
Inches Maneuvering Space 40.3767 105.5213
The required addional maneuvering space is not provided for a parallel approach.
Where a clear space is conned on all or part of three sides addional maneuvering space shall be provided.
The clear space and additional maneuvering space shall be 5.0 ft wide minimum where the depth exceeds 15 37" Open
Remove section of curb at the push button to provide the
required maneuvering clearance.
2011 PROWAG R404.7
2011 PROWAG R404.7.2 A3 S $250 500 1/1/2027 1/1/2033
Sidewalks Finding 829811
Finding_6380905751845_625.jpg
Sidewalks Finding 829811
Finding_6380905753174_147.jpg
584 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave
Medians and Pedestrian
Refuge Islands Slope Cross Yield or Stop Controls NA 40.37657 105.5214
The cross slope of the pedestrian access route exceeds 2%.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.70% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 829812
Finding_6380905761539_382.jpg
Sidewalks Finding 829812
Finding_6380905762510_281.jpg
586 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37661 105.5215
The running slope of the curb ramp is excessive.
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 15.0 ft.9.25% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9.25%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalks Finding 829814
Finding_6380905776298_164.jpg
Sidewalks Finding 829814
Finding_6380905777330_976.jpg
587 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37656 105.5215
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.3.40% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 829815
Finding_6380905782756_451.jpg
Sidewalks Finding 829815
Finding_6380905783766_712.jpg
588 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37654 105.5217
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 829816
Finding_6380905786238_35.jpg
589 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37656 105.5216
The running slope of the curb ramp is excessive.
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 15.0 ft.8.90% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 8.9%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalks Finding 829817
Finding_6380905789098_753.jpg
Sidewalks Finding 829817
Finding_6380905789970_647.jpg
590 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37656 105.5217
The cross slope of the turning space exceeds 2%maximum.
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. 3.90% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 829818
Finding_6380905795838_215.jpg
Sidewalks Finding 829818
Finding_6380905796925_872.jpg
591 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37661 105.5216
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 829819
Finding_6380905799985_970.jpg
594 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37651 105.5217
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.2%3.8% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,500 5,250 1/1/2027 1/1/2033 35'x10',350sq/ft
Sidewalks Finding 829822
Finding_6380905821904_724.jpg
Sidewalks Finding 829822
Finding_6380905822507_628.jpg
Sidewalks Finding 829822
Finding_6380905825121_99.jpg
Sidewalks Finding 829822
Finding_6380905825899_956.jpg
597 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp
Vertical Surface
Discontinuities NA NA 40.37619 105.5234
There are vertical surface discontinuities greater than 1/2 or between 1/4 inch and 1/2 inch that are not
beveled.
Vertical surface discontinuities shall be 1/2 maximum.Vertical surface discontinuities between 1/4 inch and
1/2 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A6 CR $50 100 1/1/2027 1/1/2033
Sidewalks Finding 829825
Finding_6380905851933_611.jpg
598 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Curb Ramp Detectable Warnings Missing NA 40.37606 105.5235
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 829826
Finding_6380905857625_804.jpg
602 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37624 105.524
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 829830
Finding_6380905882116_764.jpg
603 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Surface
Vertical Surface
Discontinuities NA NA 40.37625 105.524
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 829831
Finding_6380905889901_163.jpg
607 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37598 105.5254
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 829835
Finding_6380905917192_612.jpg
Sidewalks Finding 829835
Finding_6380905917823_819.jpg
608 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37612 105.5257
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 9.70% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 A3 S $3,500 5,250 1/1/2027 1/1/2033 35'x10',350sq/ft
Sidewalks Finding 829836
Finding_6380905924379_896.jpg
Sidewalks Finding 829836
Finding_6380905925161_75.jpg
610 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Slope Cross NA NA NA 40.37609 105.526
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 829838
Finding_6380905942528_30.jpg
Sidewalks Finding 829838
Finding_6380905943456_967.jpg
612 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Elkhorn Ave Ramp Not Curb Ramp) Edge Protection NA NA 40.37603 105.5257
The ramp run has not been provided with edge protecon.
The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside
face of a handrail or a curb or barrier shall be provided that prevents the passage of a 4 inch diameter sphere
where any portion of the sphere is within 4 inches of the finish floor or ground surface. 6" Open Install edge protection to the handrail.
2011 PROWAG R407.9
2011 PROWAG R407.9.1
2011 PROWAG R407.9.2 A5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 829840
Finding_6380905955384_705.jpg
Sidewalks Finding 829840
Finding_6380905956280_342.jpg
Sidewalks Finding 829840
Finding_6380905956862_853.jpg
613 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37584 105.5228
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829884
Finding_6380906638631_622.jpg
614 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37595 105.5224
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $250 400 1/1/2024 1/1/2027
Walkway Finding 829905
Finding_6380906660281_584.jpg
615 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37588 105.525
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 829848
Finding_6380906019601_427.jpg
616 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37606 105.5224
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open Reinstall grate to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $250 300 1/1/2024 1/1/2027
Walkway Finding 829904
Finding_6380906656478_777.jpg
619 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37545 105.5255
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the Multiple at flagstone Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 829843
Finding_6380905984856_425.jpg
Walkway Finding 829843
Finding_6380905986189_573.jpg
621 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37548 105.5253
The running slope of the curb ramp is excessive.
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 15.0 ft.10.50% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Walkway Finding 829845
Finding_6380906000247_847.jpg
Walkway Finding 829845
Finding_6380906001371_364.jpg
623 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37615 105.521
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829949
Finding_6380906784076_841.jpg
625 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Continuous Width 48 Inches Minimum NA NA 40.37588 105.525
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.29" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 B2 S $5,600 8,400 1/1/2027 1/1/2033
Approx.140LF 560sq/ft Cost
includes removal and
replacement of existing
sidewalk)
Walkway Finding 829849
Finding_6380906023094_450.jpg
Walkway Finding 829849
Finding_6380906023766_708.jpg
626 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37592 105.5252
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2"multiple locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $200 300 1/1/2024 1/1/2027
Walkway Finding 829851
Finding_6380906032187_905.jpg
Walkway Finding 829851
Finding_6380906032833_558.jpg
627 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37547 105.525
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829852
Finding_6380906039225_950.jpg
Walkway Finding 829852
Finding_6380906040046_106.jpg
628 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37552 105.5251
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.5.20% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Walkway Finding 829853
Finding_6380906047819_942.jpg
Walkway Finding 829853
Finding_6380906049069_111.jpg
631 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37535 105.5247
The grade of the pedestrian access route is too steep.
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. 9.1%6.2% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S TBD TBD 1/1/2027 1/1/2033 65'x6'look for alternative route
Walkway Finding 829856
Finding_6380906064975_11.jpg
Walkway Finding 829856
Finding_6380906066079_792.jpg
Walkway Finding 829856
Finding_6380906067970_347.jpg
Walkway Finding 829856
Finding_6380906070502_998.jpg
632 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37545 105.5247
The grade of the pedestrian access route is too steep.
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. 9.15% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $75 100 1/1/2027 1/1/2033 Add signage to accessible route
Walkway Finding 829857
Finding_6380906085215_99.jpg
Walkway Finding 829857
Finding_6380906086199_107.jpg
634 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37558 105.525
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.13" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829859
Finding_6380906104057_610.jpg
Walkway Finding 829859
Finding_6380906104608_768.jpg
636 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37545 105.5246
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.9" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829861
Finding_6380906112633_867.jpg
637 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37538 105.5243
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829862
Finding_6380906118547_468.jpg
Walkway Finding 829862
Finding_6380906119096_525.jpg
638 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37688 105.5183
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.30" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829963
Finding_6380906899986_918.jpg
639 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37551 105.5246
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. Due to flagstone Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829863
Finding_6380906124583_799.jpg
Walkway Finding 829863
Finding_6380906125563_247.jpg
640 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37547 105.524
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7%3.1% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,200 6,300 1/1/2027 1/1/2033 35'x12',420sq/ft
Walkway Finding 829864
Finding_6380906129557_172.jpg
Walkway Finding 829864
Finding_6380906130790_633.jpg
Walkway Finding 829864
Finding_6380906134843_499.jpg
Walkway Finding 829864
Finding_6380906137342_361.jpg
643 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37563 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829867
Finding_6380906157316_259.jpg
Walkway Finding 829867
Finding_6380906157861_705.jpg
Walkway Finding 829867
Finding_6380906162449_146.jpg
Walkway Finding 829867
Finding_6380906163011_390.jpg
646 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37568 105.5232
The grade of the pedestrian access route is too steep.
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. 12.90% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $2,800 4,200 1/1/2027 1/1/2033 35'x8',280sq/ft
Walkway Finding 829881
Finding_6380906617761_881.jpg
Walkway Finding 829881
Finding_6380906618624_350.jpg
647 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Running Slope NA NA 40.37552 105.5227
The ramp run has a running slope greater than 8.3%.
Ramp runs shall have a running slope between 5 percent minimum and 8.3 percent maximum. Open
Rgerade the ramp so that the running slope does not exceed
8.3%. 2011 PROWAG R407.2 B3 S $3,500 5,000 1/1/2027 1/1/2033
Walkway Finding 829882
Finding_6380906632020_168.jpg
649 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37586 105.5228
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829886
Finding_6380906646239_363.jpg
Walkway Finding 829886
Finding_6380906646898_370.jpg
651 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37582 105.5223
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829906
Finding_6380906663771_786.jpg
652 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37592 105.5221
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829907
Finding_6380906668241_580.jpg
Walkway Finding 829907
Finding_6380906668957_379.jpg
655 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37623 105.5223
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829910
Finding_6380906686469_560.jpg
658 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37592 105.5213
The running slope of the curb ramp is excessive.
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 15.0 ft.11.20% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Walkway Finding 829913
Finding_6380906706377_659.jpg
Walkway Finding 829913
Finding_6380906707263_27.jpg
659 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Detectable Warnings Missing NA 40.3759 105.5214
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Walkway Finding 829914
Finding_6380906709821_710.jpg
661 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37595 105.5218
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 829916
Finding_6380906716060_648.jpg
663 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37606 105.5216
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.24" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $200 300 1/1/2024 1/1/2027
Walkway Finding 829923
Finding_6380906727345_354.jpg
665 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37645 105.5214
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.60% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.6%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829925
Finding_6380906742919_747.jpg
Walkway Finding 829925
Finding_6380906743630_989.jpg
666 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3764 105.5214
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829926
Finding_6380906748205_122.jpg
667 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37619 105.5212
The running slope of the curb ramp is excessive.
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 15.0 ft.9.25% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9.25%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR 1/1/2027 1/1/2033
Walkway Finding 829927
Finding_6380906753504_439.jpg
Walkway Finding 829927
Finding_6380906754579_574.jpg
668 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37622 105.5211
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 B4 CR $500 1,000 1/1/2027 1/1/2033
Walkway Finding 829945
Finding_6380906756668_871.jpg
Walkway Finding 829945
Finding_6380906757445_753.jpg
669 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37627 105.5211
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $3,600 5,400 1/1/2027 1/1/2033 45'x8',360sq/ft
Walkway Finding 829946
Finding_6380906761807_144.jpg
Walkway Finding 829946
Finding_6380906762913_349.jpg
670 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37615 105.521
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829947
Finding_6380906769800_264.jpg
Walkway Finding 829947
Finding_6380906770777_710.jpg
673 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37626 105.5204
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829951
Finding_6380906795052_906.jpg
Walkway Finding 829951
Finding_6380906795772_694.jpg
674 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37624 105.5203
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,400 6,600 1/1/2027 1/1/2033 55'x8',440sq/ft
Walkway Finding 829952
Finding_6380906803023_5.jpg
Walkway Finding 829952
Finding_6380906803630_540.jpg
Walkway Finding 829952
Finding_6380906805092_634.jpg
Walkway Finding 829952
Finding_6380906805817_928.jpg
676 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37646 105.5198
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829954
Finding_6380906815759_826.jpg
Walkway Finding 829954
Finding_6380906816399_910.jpg
677 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37655 105.5196
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.90% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,200 1,800 1/1/2027 1/1/2033 20'x6',120sq/ft
Walkway Finding 829955
Finding_6380906823756_904.jpg
Walkway Finding 829955
Finding_6380906824672_683.jpg
678 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37667 105.5193
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1"multiple locations Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 829956
Finding_6380906836455_334.jpg
679 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37628 105.5209
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829957
Finding_6380906842052_230.jpg
Walkway Finding 829957
Finding_6380906842672_903.jpg
680 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37692 105.5193
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829958
Finding_6380906846801_676.jpg
Walkway Finding 829958
Finding_6380906847458_631.jpg
Walkway Finding 829958
Finding_6380906848906_521.jpg
Walkway Finding 829958
Finding_6380906849393_685.jpg
681 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37693 105.5194
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $900 1,350 1/1/2027 1/1/2033 15'x6',90sq/ft
Walkway Finding 829959
Finding_6380906863946_881.jpg
Walkway Finding 829959
Finding_6380906865483_274.jpg
682 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37674 105.5193
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 829960
Finding_6380906870906_896.jpg
Walkway Finding 829960
Finding_6380906871541_156.jpg
683 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Handrail Missing NA 40.37685 105.5188
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 7.3%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 S $1,500 3,000 1/1/2024 1/1/2027
Walkway Finding 829961
Finding_6380906879819_948.jpg
Walkway Finding 829961
Finding_6380906880673_843.jpg
684 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.3769 105.5187
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4%5% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,800 2,700 1/1/2027 1/1/2033 30'x6',180sq/ft
Walkway Finding 829962
Finding_6380906889284_471.jpg
Walkway Finding 829962
Finding_6380906890534_330.jpg
Walkway Finding 829962
Finding_6380906893515_622.jpg
Walkway Finding 829962
Finding_6380906894222_900.jpg
685 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.377 105.5183
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 829964
Finding_6380906904358_535.jpg
687 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37695 105.5184
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $900 1,350 1/1/2027 1/1/2033 15'x6',90sq/ft
Walkway Finding 830008
Finding_6380906910723_362.jpg
Walkway Finding 830008
Finding_6380906911555_112.jpg
690 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37714 105.5171
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,500 6,750 1/1/2027 1/1/2033 75'x6',450sq/ft
Walkway Finding 830011
Finding_6380906933341_158.jpg
Walkway Finding 830011
Finding_6380906935804_848.jpg
Walkway Finding 830011
Finding_6380906936454_459.jpg
693 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Handrail Missing NA 40.37755 105.5167
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 8.2%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 CR $1,500 3,000 1/1/2027 1/1/2033
Walkway Finding 830014
Finding_6380906956475_561.jpg
Walkway Finding 830014
Finding_6380906957520_686.jpg
695 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Handrail Missing NA 40.3775 105.5166
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 7.2%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 CR $3,000 5,000 1/1/2027 1/1/2033 110'
Walkway Finding 830016
Finding_6380906969944_428.jpg
Walkway Finding 830016
Finding_6380906970819_136.jpg
Walkway Finding 830016
Finding_6380906974112_5.jpg
Walkway Finding 830016
Finding_6380906975207_122.jpg
696 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Handrail Missing NA 40.3773 105.5171
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 6.7%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 CR $1,000 1,500 1/1/2027 1/1/2033 20'
Walkway Finding 830017
Finding_6380906990820_772.jpg
Walkway Finding 830017
Finding_6380906991691_558.jpg
697 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Ramp Not Curb Ramp) Handrail Missing NA 40.37801 105.5162
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 8.3%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 CR $2,500 3,500 1/1/2027 1/1/2033 80'
Walkway Finding 830018
Finding_6380907003896_982.jpg
Walkway Finding 830018
Finding_6380907004634_438.jpg
699 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Slope Cross NA NA NA 40.37563 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Walkway Finding 830367
Finding_6380906157316_259.jpg
Walkway Finding 830367
Finding_6380906157861_705.jpg
Walkway Finding 830367
Finding_6380906162449_146.jpg
Walkway Finding 830367
Finding_6380906163011_390.jpg
701 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37595 105.5218
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 830369
Finding_6380906716060_648.jpg
702 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37622 105.521
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Remove existing flagstone,level surface and re install flagstone
to eliminate tripping hazard. 2011 PROWAG R302.7.2 B5 S $150 300 1/1/2024 1/1/2027
Walkway Finding 830370
Finding_6380906777919_319.jpg
703 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.3765 105.5198
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkway Finding 830371
Finding_6380906819615_713.jpg
704 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37656 105.5196
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkway Finding 830372
Finding_6380906831839_255.jpg
705 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface
Vertical Surface
Discontinuities NA NA 40.37688 105.5194
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Walkway Finding 830373
Finding_6380906855410_688.jpg
706 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37619 105.5212
The running slope of the curb ramp is excessive.
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 15.0 ft.9.25% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9.25%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR 1/1/2027 1/1/2033
Walkway Finding 830374
Finding_6380906753504_439.jpg
Walkway Finding 830374
Finding_6380906754579_574.jpg
707 ADA Evaluation
Pedestrian Access Routes
PAR) Walkway Riverwalk Surface Horizontal Openings Greater Than 1/2 Inch NA 40.377 105.5183
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Walkway Finding 830375
Finding_6380906904358_535.jpg
708 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37544 105.5091
The running slope of the curb ramp is excessive.
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 15.0 ft.9.50% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Finding 830053
Finding_6380907555557_309.jpg
Sidewalk Finding 830053
Finding_6380907556275_86.jpg
709 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37568 105.5091
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.5.15% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Finding 830054
Finding_6380907560855_828.jpg
Sidewalk Finding 830054
Finding_6380907561389_11.jpg
710 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37567 105.5092
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.1" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalk Finding 830055
Finding_6380907565288_21.jpg
711 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.3757 105.5093
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Finding 830056
Finding_6380907568619_758.jpg
712 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37572 105.5094
The running slope of the curb ramp is excessive.
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 15.0 ft.12% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Finding 830057
Finding_6380907572525_323.jpg
Sidewalk Finding 830057
Finding_6380907573307_557.jpg
713 ADA Evaluation
Accessible Pedestrian Signal
APS) Sidewalk N St Vrain Ave Clear Floor Space
Slope Parallel to the
Pedestrian Access Route NA NA 40.37578 105.5096
The 30 inches minimum by 48 inches minimum clear floor space required at the pushbutton is consistent
with the grade of the adjacent pedestrian access route.
Changes in level are not permitted at required clear floor or ground space except that slopes not steeper than
1:48 shall be permitted.8% Open
Regrade concrete at the accessible pedestrian signal so that the
running and cross slope do not exceed 2% 2011 PROWAG R404.2 A3 S $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Finding 830058
Finding_6380907576398_110.jpg
Sidewalk Finding 830058
Finding_6380907577037_752.jpg
714 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37579 105.5096
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Finding 830059
Finding_6380907582148_414.jpg
Sidewalk Finding 830059
Finding_6380907582809_460.jpg
715 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37576 105.5098
The running slope of the curb ramp is excessive.
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 15.0 ft.8.45% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 8.45%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalk Finding 830060
Finding_6380907593473_625.jpg
Sidewalk Finding 830060
Finding_6380907594175_884.jpg
719 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.3758 105.5099
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.45% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,850 5,775 1/1/2027 1/1/2033 55'x7',385sq/ft
Sidewalk Finding 830064
Finding_6380907624232_730.jpg
Sidewalk Finding 830064
Finding_6380907624774_607.jpg
Sidewalk Finding 830064
Finding_6380907629660_800.jpg
Sidewalk Finding 830064
Finding_6380907630512_285.jpg
720 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37605 105.5106
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $5,200 7,800 1/1/2027 1/1/2033 65'x8',520sq/ft
Sidewalk Finding 830065
Finding_6380907639843_585.jpg
Sidewalk Finding 830065
Finding_6380907640430_549.jpg
Sidewalk Finding 830065
Finding_6380907641705_570.jpg
Sidewalk Finding 830065
Finding_6380907644928_828.jpg
721 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37616 105.5107
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 3.20% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Finding 830066
Finding_6380907654112_817.jpg
Sidewalk Finding 830066
Finding_6380907654712_557.jpg
722 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37619 105.5107
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.5% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 A4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalk Finding 830067
Finding_6380907657509_414.jpg
Sidewalk Finding 830067
Finding_6380907658203_15.jpg
723 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37617 105.5107
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Finding 830068
Finding_6380907659761_759.jpg
724 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37591 105.5102
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Finding 830069
Finding_6380907667124_616.jpg
726 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37639 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Finding 830071
Finding_6380907678937_129.jpg
Sidewalk Finding 830071
Finding_6380907679592_472.jpg
727 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Continuous Width 120"minimum NA NA 40.37669 105.5115
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open Refer to Record 370 for Reccomendation and Pricing 2011 PROWAG R302.3 A2 S 1/1/2027 1/1/2033
Sidewalk Finding 830072
Finding_6380907680389_660.jpg
Sidewalk Finding 830072
Finding_6380907681020_154.jpg
730 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37732 105.5126
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.26" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $200 300 1/1/2024 1/1/2027
Sidewalk Finding 830075
Finding_6380907711671_652.jpg
733 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37774 105.5155
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $6,400 9,600 1/1/2027 1/1/2033 80'x8',640sq/ft
Sidewalk Finding 830078
Finding_6380907736950_215.jpg
Sidewalk Finding 830078
Finding_6380907737577_628.jpg
734 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37775 105.5156
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $7,200 10,800 1/1/2027 1/1/2033 90'x8',720sq/ft
Sidewalk Finding 830079
Finding_6380907750737_171.jpg
Sidewalk Finding 830079
Finding_6380907751934_145.jpg
Sidewalk Finding 830079
Finding_6380907753789_936.jpg
Sidewalk Finding 830079
Finding_6380907754581_981.jpg
735 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37772 105.5164
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.40" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $200 300 1/1/2024 1/1/2027
Sidewalk Finding 830080
Finding_6380907759318_163.jpg
737 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37767 105.5167
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Finding 830082
Finding_6380907770491_946.jpg
Sidewalk Finding 830082
Finding_6380907771480_124.jpg
738 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Slope Cross NA NA NA 40.37764 105.5167
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalk Finding 830083
Finding_6380907778223_822.jpg
Sidewalk Finding 830083
Finding_6380907779080_877.jpg
739 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37756 105.5175
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Finding 830084
Finding_6380907783649_627.jpg
740 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37751 105.5174
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.1" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalk Finding 830085
Finding_6380907786046_454.jpg
741 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk N St Vrain Ave Curb Ramp Detectable Warnings Missing NA 40.37754 105.5175
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Finding 830086
Finding_6380907789897_766.jpg
742 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37473 105.5238
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830104
Finding_6380913914002_137.jpg
743 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37531 105.5231
The running slope of the curb ramp is excessive.
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 15.0 ft.12% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830087
Finding_6380913801680_55.jpg
Sidewalks Finding 830087
Finding_6380913803045_509.jpg
744 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37534 105.5236
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830088
Finding_6380913805500_767.jpg
745 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37535 105.5236
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3%5% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,000 4,500 1/1/2027 1/1/2033 30'x10',300sq/ft
Sidewalks Finding 830089
Finding_6380913809766_447.jpg
Sidewalks Finding 830089
Finding_6380913810682_20.jpg
Sidewalks Finding 830089
Finding_6380913813892_254.jpg
Sidewalks Finding 830089
Finding_6380913814553_847.jpg
747 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37571 105.5235
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $1,200 1,800 1/1/2027 1/1/2033 12'x10',120sq/ft
Sidewalks Finding 830091
Finding_6380913827538_175.jpg
Sidewalks Finding 830091
Finding_6380913828721_124.jpg
749 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37582 105.5236
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.25% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.25%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 830093
Finding_6380913842815_791.jpg
Sidewalks Finding 830093
Finding_6380913843563_430.jpg
750 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.376 105.5238
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.8" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830094
Finding_6380913847737_113.jpg
751 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37593 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.35%6% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $5,600 8,400 1/1/2027 1/1/2033 80'x7',560sq/ft
Sidewalks Finding 830095
Finding_6380913850997_881.jpg
Sidewalks Finding 830095
Finding_6380913851710_163.jpg
Sidewalks Finding 830095
Finding_6380913855137_679.jpg
Sidewalks Finding 830095
Finding_6380913856054_117.jpg
752 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37566 105.5236
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 830096
Finding_6380913865706_585.jpg
Sidewalks Finding 830096
Finding_6380913866518_880.jpg
753 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.3754 105.5236
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,000 6,000 1/1/2027 1/1/2033 50'x8',400sq/ft
Sidewalks Finding 830097
Finding_6380913870927_948.jpg
Sidewalks Finding 830097
Finding_6380913871749_656.jpg
Sidewalks Finding 830097
Finding_6380913873680_642.jpg
Sidewalks Finding 830097
Finding_6380913874457_95.jpg
754 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37519 105.5236
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830098
Finding_6380913878975_922.jpg
755 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37511 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 830099
Finding_6380913885858_248.jpg
Sidewalks Finding 830099
Finding_6380913886542_722.jpg
756 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37497 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.85%3.3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $3,600 5,400 1/1/2027 1/1/2033 60'x6',360sq/ft
Sidewalks Finding 830100
Finding_6380913891887_478.jpg
Sidewalks Finding 830100
Finding_6380913892489_649.jpg
Sidewalks Finding 830100
Finding_6380913895102_854.jpg
Sidewalks Finding 830100
Finding_6380913895773_843.jpg
757 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37749 105.5204
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830101
Finding_6380913900813_972.jpg
758 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37477 105.5237
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830102
Finding_6380913904333_863.jpg
759 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37475 105.5237
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830103
Finding_6380913907708_72.jpg
760 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37457 105.5237
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830105
Finding_6380913917827_125.jpg
761 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37457 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.40% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.4%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 A3 S$001/1/2027 1/1/2033
Sidewalks Finding 830106
Finding_6380913922174_586.jpg
Sidewalks Finding 830106
Finding_6380913922867_472.jpg
763 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface
Vertical Surface
Discontinuities NA NA 40.37409 105.5237
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the Damaged asphalt Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 A5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830108
Finding_6380913934446_166.jpg
764 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37394 105.5237
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830109
Finding_6380913937037_644.jpg
765 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37392 105.5237
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 8.80% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830110
Finding_6380913941738_844.jpg
Sidewalks Finding 830110
Finding_6380913942378_393.jpg
766 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37381 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.6%3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,800 4,200 1/1/2027 1/1/2033 35'x8',280sq/ft
Sidewalks Finding 830111
Finding_6380913945189_276.jpg
Sidewalks Finding 830111
Finding_6380913945892_313.jpg
Sidewalks Finding 830111
Finding_6380913948428_713.jpg
767 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37371 105.5237
The running slope of the curb ramp is excessive.
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 15.0 ft.9.10% Open
The curb ramp does have an excessive running slope.However,it
is our opinion that the running slope of 9.1%falls within
conventional construction tolerance.No action required.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR 1/1/2027 1/1/2033
Sidewalks Finding 830112
Finding_6380913955220_504.jpg
Sidewalks Finding 830112
Finding_6380913956091_776.jpg
768 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37343 105.5237
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830113
Finding_6380913958123_917.jpg
771 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.375 105.5236
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.35% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,000 3,000 1/1/2027 1/1/2033 50'x4',200sq/ft
Sidewalks Finding 830116
Finding_6380913981133_818.jpg
Sidewalks Finding 830116
Finding_6380913981819_789.jpg
Sidewalks Finding 830116
Finding_6380913984272_376.jpg
772 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37424 105.5235
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6"3 locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $300 450 1/1/2024 1/1/2027
Sidewalks Finding 830117
Finding_6380913991649_158.jpg
Sidewalks Finding 830117
Finding_6380913992813_923.jpg
773 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37492 105.5235
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830118
Finding_6380914000315_200.jpg
774 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.3749 105.5235
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,200 6,300 1/1/2027 1/1/2033 60'x7',420sq/ft
Sidewalks Finding 830119
Finding_6380914003639_451.jpg
Sidewalks Finding 830119
Finding_6380914004344_645.jpg
Sidewalks Finding 830119
Finding_6380914006707_672.jpg
775 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Detectable Warnings Missing NA 40.37511 105.5235
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 A5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830120
Finding_6380914009596_270.jpg
776 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37522 105.5236
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.30" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $200 400 1/1/2024 1/1/2027
Sidewalks Finding 830121
Finding_6380914024230_457.jpg
777 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37521 105.5236
The running slope of the curb ramp is excessive.
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 15.0 ft.14% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 A2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830122
Finding_6380914028835_249.jpg
778 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Curb Ramp Turning Space
Perpendicular/Diagonal
Constrained
Length in the Direction of
Ramp Run 40.37517 105.5235
The turning space at the top of the ramp is not the correct length.
Where the turning space is constrained at the back of sidewalk the turning space shall be 48 inches minimum
wide by 60 inches minimum in the direction of the ramp run. 25" Open
Convert existing perpendicular curb ramp into a parallel curb
ramp. 2011 PROWAG R304.2.1 A4 CR $3,000 3,500 1/1/2027 1/1/2033
Due to the exsiting layout,we
recoomend converting this curb
ramp into a parallel curb ramp.
Sidewalks Finding 830123
Finding_6380914032522_808.jpg
Sidewalks Finding 830123
Finding_6380914033696_26.jpg
779 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37524 105.5235
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $500 1,000 1/1/2024 1/1/2027
Sidewalks Finding 830124
Finding_6380914036870_553.jpg
780 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37526 105.5235
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 11.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $4,800 7,200 1/1/2027 1/1/2033 60'x8',480sq/ft
Sidewalks Finding 830125
Finding_6380914039225_530.jpg
Sidewalks Finding 830125
Finding_6380914040116_395.jpg
Sidewalks Finding 830125
Finding_6380914042240_226.jpg
781 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3752 105.5235
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.2" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 A5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830376
Finding_6380914019851_947.jpg
782 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Moraine Ave Slope Cross NA NA NA 40.37381 105.5237
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.6%3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 A3 S $2,800 4,200 1/1/2027 1/1/2033 35'x8',280sq/ft
Sidewalks Finding 830377
Finding_6380913945189_276.jpg
Sidewalks Finding 830377
Finding_6380913945892_313.jpg
Sidewalks Finding 830377
Finding_6380913948428_713.jpg
783 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37531 105.5231
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.7" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830126
Finding_6380914057507_741.jpg
784 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.3754 105.5231
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4"multiple locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $300 450 1/1/2024 1/1/2027
Sidewalks Finding 830127
Finding_6380914062986_713.jpg
Sidewalks Finding 830127
Finding_6380914063958_303.jpg
785 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Slope Cross NA NA NA 40.37534 105.5228
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $4,000 6,000 1/1/2027 1/1/2033 40'x10',400sq/ft
Sidewalks Finding 830128
Finding_6380914071297_811.jpg
Sidewalks Finding 830128
Finding_6380914072571_249.jpg
Sidewalks Finding 830128
Finding_6380914074229_818.jpg
786 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37535 105.5224
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 4.15% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830129
Finding_6380914081978_609.jpg
Sidewalks Finding 830129
Finding_6380914083660_533.jpg
Sidewalks Finding 830129
Finding_6380914084392_218.jpg
787 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Slope at Gutter or Street NA NA 40.37527 105.5225
The counter slope at the guer exceeds 5%.
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.9.30% Open
Regrade the gutter/street so that the counter slope does not
exceed 5%in the direction of the curb ramp run. 2011 PROWAG R304.5.4 B2 CR $5,000 7,000 1/1/2027 1/1/2033
Sidewalks Finding 830130
Finding_6380914096429_700.jpg
Sidewalks Finding 830130
Finding_6380914097054_731.jpg
788 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37527 105.5224
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 2.70% Open
The curb ramp does have an excessive cross slope.However,it is
our opinion that the cross slope of 2.7%falls within conventional
construction tolerance.No action required. 2011 PROWAG R304.5.3 B2 CR 1/1/2027 1/1/2033
Sidewalks Finding 830131
Finding_6380914103076_287.jpg
Sidewalks Finding 830131
Finding_6380914103938_573.jpg
789 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.3752 105.5223
The running slope of the curb ramp is excessive.
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 15.0 ft.11% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830132
Finding_6380914109570_503.jpg
Sidewalks Finding 830132
Finding_6380914110706_235.jpg
792 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37488 105.5223
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4"2 locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $200 300 1/1/2024 1/1/2027
Sidewalks Finding 830135
Finding_6380914134063_547.jpg
Sidewalks Finding 830135
Finding_6380914138191_387.jpg
793 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Slope Cross NA NA NA 40.37478 105.5224
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $8,400 12,600 1/1/2027 1/1/2033 120'x7',840sq/ft
Sidewalks Finding 830136
Finding_6380914141100_390.jpg
Sidewalks Finding 830136
Finding_6380914142415_520.jpg
Sidewalks Finding 830136
Finding_6380914144156_971.jpg
Sidewalks Finding 830136
Finding_6380914144778_574.jpg
794 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37411 105.5222
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.44"2 locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $200 400 1/1/2024 1/1/2027
Sidewalks Finding 830137
Finding_6380914158403_818.jpg
Sidewalks Finding 830137
Finding_6380914173142_64.jpg
795 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37474 105.5223
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 13.40% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B5 S $400 600 1/1/2024 1/1/2027 8'x5',40sq/ft
Sidewalks Finding 830138
Finding_6380914178733_904.jpg
Sidewalks Finding 830138
Finding_6380914180463_478.jpg
796 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37433 105.5223
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.20" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 830139
Finding_6380914183542_223.jpg
797 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37433 105.5224
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830140
Finding_6380914187600_387.jpg
799 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Post Office Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37456 105.5226
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830142
Finding_6380914203474_725.jpg
800 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Ramp Not Curb Ramp) Handrail Missing NA 40.37463 105.5225
The ramp does not have compliant handrails.
Handrails are required on both sides of all surfaces that are sloped greater than 5 percent 1:20).Handrails
must be between 34 inches and 38 inches above the ramp surface must extend beyond the top and bottom
of the ramp 12 inches and be parallel to the floor or ground surface.The diameter of the handrails must be 8%running slope Open
Due to the existing slope on the walkway,we recommend
installing ADA handrails on both sides of the walkway. 2011 PROWAG R409.1 B5 S $1,500 3,000 1/1/2024 1/1/2027
Sidewalks Finding 830143
Finding_6380914219656_913.jpg
Sidewalks Finding 830143
Finding_6380914220516_514.jpg
801 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Slope Cross NA NA NA 40.37389 105.5229
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.20% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,750 2,625 1/1/2027 1/1/2033 25'x7',175sq/ft
Sidewalks Finding 830144
Finding_6380914223985_977.jpg
Sidewalks Finding 830144
Finding_6380914225430_126.jpg
804 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37328 105.5228
The grade of the pedestrian access route is too steep.
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. 9.25% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $960 1,440 1/1/2027 1/1/2033 16'x6',96sq/ft
Sidewalks Finding 830147
Finding_6380914248574_944.jpg
Sidewalks Finding 830147
Finding_6380914249607_939.jpg
805 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Slope Cross NA NA NA 40.37296 105.5229
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 3.75% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,800 2,700 1/1/2027 1/1/2033 15'x12',180sq/ft
Sidewalks Finding 830148
Finding_6380914256541_982.jpg
Sidewalks Finding 830148
Finding_6380914257172_373.jpg
807 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Surface
Vertical Surface
Discontinuities NA NA 40.37244 105.523
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830150
Finding_6380914276091_555.jpg
808 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks W Riverside Parking Lot Slope Running Grade)
Not Within Street or Hwy
ROW NA NA 40.37335 105.523
The grade of the pedestrian access route is too steep.
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.
10.75%damaged asphalt
along entire walkway Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $3,200 4,800 1/1/2027 1/1/2033 80'x4',320sq/ft
Sidewalks Finding 830151
Finding_6380914300820_678.jpg
Sidewalks Finding 830151
Finding_6380914301432_804.jpg
Sidewalks Finding 830151
Finding_6380914305833_102.jpg
Sidewalks Finding 830151
Finding_6380914306361_847.jpg
809 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Detectable Warnings Missing NA 40.37365 105.5229
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of drive lane Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830152
Finding_6380914329233_838.jpg
810 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37435 105.5223
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum.
11.3%curb ramp in
walkway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830153
Finding_6380914333875_351.jpg
Sidewalks Finding 830153
Finding_6380914334583_193.jpg
811 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37437 105.5222
The running slope of the curb ramp is excessive.
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 15.0 ft.11.30% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830154
Finding_6380914336874_331.jpg
Sidewalks Finding 830154
Finding_6380914337765_236.jpg
812 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37444 105.5222
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830155
Finding_6380914340109_804.jpg
813 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37442 105.5222
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $800 1,200 1/1/2027 1/1/2033 20'x4',80sq/ft
Sidewalks Finding 830156
Finding_6380914343061_0.jpg
Sidewalks Finding 830156
Finding_6380914343728_545.jpg
814 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37454 105.5221
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.38" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $200 300 1/1/2024 1/1/2027
Sidewalks Finding 830157
Finding_6380914349780_628.jpg
815 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37461 105.5221
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $400 600 1/1/2027 1/1/2033 10'x4',40sq/ft
Sidewalks Finding 830159
Finding_6380914353573_738.jpg
Sidewalks Finding 830159
Finding_6380914354132_477.jpg
816 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37462 105.522
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.60% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $2,000 3,000 1/1/2027 1/1/2033 50'x4',200sq/ft
Sidewalks Finding 830167
Finding_6380914360349_344.jpg
817 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37477 105.5219
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4"10'multiple locations Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $400 600 1/1/2024 1/1/2027
Sidewalks Finding 830174
Finding_6380914367343_116.jpg
Sidewalks Finding 830174
Finding_6380914368064_530.jpg
Sidewalks Finding 830174
Finding_6380914368733_776.jpg
818 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37494 105.5219
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $800 1,200 1/1/2027 1/1/2033 20'x4',80sq/ft
Sidewalks Finding 830181
Finding_6380914371282_320.jpg
Sidewalks Finding 830181
Finding_6380914373235_737.jpg
Sidewalks Finding 830181
Finding_6380914373818_368.jpg
819 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Detectable Warnings Missing NA 40.37506 105.5218
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of drive lane Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
820 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37506 105.5218
The running slope of the curb ramp is excessive.
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 15.0 ft.9.85% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830195
Finding_6380914382797_621.jpg
Sidewalks Finding 830195
Finding_6380914385836_88.jpg
Sidewalks Finding 830195
Finding_6380914386720_233.jpg
821 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37504 105.5218
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 B4 CR $500 1,000 1/1/2027 1/1/2033
Sidewalks Finding 830202
Finding_6380914389217_720.jpg
822 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37505 105.5217
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 B4 CR $3,000 3,500 1/1/2027 1/1/2033
Due to the exsiting layout,we
recoomend converting this curb
ramp into a parallel curb ramp.
Sidewalks Finding 830209
Finding_6380914392695_157.jpg
Sidewalks Finding 830209
Finding_6380914393495_574.jpg
823 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37519 105.5218
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 5.65% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830215
Finding_6380914396397_31.jpg
Sidewalks Finding 830215
Finding_6380914397728_591.jpg
824 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37525 105.5217
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.12" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $250 400 1/1/2024 1/1/2027
Sidewalks Finding 830216
Finding_6380914403690_70.jpg
825 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37537 105.5215
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.25% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,400 2,100 1/1/2027 1/1/2033 20'x7',140sq/ft
Sidewalks Finding 830217
Finding_6380914410538_864.jpg
Sidewalks Finding 830217
Finding_6380914411177_50.jpg
826 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Slope Cross NA NA NA 40.37576 105.5212
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.40% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $2,800 4,200 1/1/2027 1/1/2033 40'x7',280sq/ft
Sidewalks Finding 830218
Finding_6380914419084_348.jpg
Sidewalks Finding 830218
Finding_6380914419831_798.jpg
827 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37569 105.5212
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.7" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830219
Finding_6380914423489_418.jpg
828 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37584 105.5212
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 B4 CR $3,000 3,500 1/1/2027 1/1/2033
Due to the exsiting layout,we
recoomend converting this curb
ramp into a parallel curb ramp.
Sidewalks Finding 830220
Finding_6380914428522_284.jpg
Sidewalks Finding 830220
Finding_6380914429214_323.jpg
829 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Detectable Warnings Missing NA 40.37602 105.5213
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830221
Finding_6380914431516_203.jpg
830 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Surface
Vertical Surface
Discontinuities NA NA 40.37521 105.5217
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830222
Finding_6380914443359_374.jpg
831 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37607 105.5213
The running slope of the curb ramp is excessive.
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 15.0 ft.11% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830223
Finding_6380914451763_719.jpg
Sidewalks Finding 830223
Finding_6380914452437_182.jpg
832 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks E Riverside Dr. Curb Ramp Detectable Warnings Missing NA 40.3759 105.5213
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830224
Finding_6380914454437_740.jpg
834 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37749 105.5204
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.4" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830226
Finding_6380914479404_768.jpg
835 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Curb Ramp Turning Space Slope Cross
With Yield or Stop
Controls 40.37525 105.522
The cross slope of the turning space exceeds 2%maximum.
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. 13% Open
Regrade the turning space of the curb ramp,so that the cross
slope does not exceed 2%. 2011 PROWAG R304.5.3 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 830227
Finding_6380914489552_37.jpg
Sidewalks Finding 830227
Finding_6380914490426_493.jpg
836 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Slope Cross NA NA NA 40.37529 105.5219
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 10%3% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $2,800 4,200 1/1/2027 1/1/2033 35'x8',280sq/ft
Sidewalks Finding 830228
Finding_6380914492750_466.jpg
Sidewalks Finding 830228
Finding_6380914493369_595.jpg
Sidewalks Finding 830228
Finding_6380914495985_866.jpg
Sidewalks Finding 830228
Finding_6380914496753_842.jpg
838 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Surface
Vertical Surface
Discontinuities NA NA 40.37553 105.5217
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 6"to bridge Open Provide an accessible rote to the bridge. 2011 PROWAG R302.7.2 B5 S $2,000 3,000 1/1/2024 1/1/2027
Sidewalks Finding 830230
Finding_6380914506245_816.jpg
839 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Curb Ramp Turning Space Slope Running Perpendicular Ramp 40.37549 105.5222
The running slope of the turning space at the top of the curb ramp exceeds 2%maximum.
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 15ft.6% Open
Regrade the turning space of the curb ramp,so that the running
slope does not exceed 2%. 2011 PROWAG R304.2.2 B4 CR $1,000 1,500 1/1/2027 1/1/2033
Sidewalks Finding 830231
Finding_6380914528973_310.jpg
Sidewalks Finding 830231
Finding_6380914529854_182.jpg
840 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Slope Cross NA NA NA 40.37582 105.5226
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.70% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,800 2,700 1/1/2027 1/1/2033 30'x6',180sq/ft
Sidewalks Finding 830232
Finding_6380914534563_14.jpg
Sidewalks Finding 830232
Finding_6380914535585_613.jpg
842 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Slope Cross NA NA NA 40.37539 105.523
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.60% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,250 1,875 1/1/2027 1/1/2033 25'x5',125sq/ft
Sidewalks Finding 830234
Finding_6380914552340_617.jpg
Sidewalks Finding 830234
Finding_6380914553048_300.jpg
843 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Curb Ramp Turning Space
Perpendicular/Diagonal
Unconstrained
Length in the Direction of
Ramp Run 40.37534 105.5222
The turning space at the top of the ramp is not the correct length in the direcon of the ramp run.
A turning space 48 inches minimum by 48 inches minimum shall be provided at the top of the curb ramp and
shall be permitted to overlap other turning spaces and clear spaces. 29" Open
Provide a turning space that is 48"by 48"and does not exceed a
2%slope in any direction. 2011 PROWAG R304.2.1 B4 CR $500 750 1/1/2027 1/1/2033
Sidewalks Finding 830235
Finding_6380914568283_644.jpg
Sidewalks Finding 830235
Finding_6380914569816_733.jpg
844 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Curb Ramp Turning Space
Perpendicular/Diagonal
Unconstrained
Length in the Direction of
Ramp Run 40.37538 105.5224
The turning space at the top of the ramp is not the correct length in the direcon of the ramp run.
A turning space 48 inches minimum by 48 inches minimum shall be provided at the top of the curb ramp and
shall be permitted to overlap other turning spaces and clear spaces. 27" Open
Provide a turning space that is 48"by 48"and does not exceed a
2%slope in any direction. 2011 PROWAG R304.2.1 B4 CR $500 750 1/1/2027 1/1/2033
Sidewalks Finding 830236
Finding_6380914578645_134.jpg
Sidewalks Finding 830236
Finding_6380914579825_495.jpg
845 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Riverside Parking Lot Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37527 105.5223
The running slope of the curb ramp is excessive.
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 15.0 ft.12.25% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalks Finding 830237
Finding_6380914584083_279.jpg
Sidewalks Finding 830237
Finding_6380914584817_938.jpg
846 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.37664 105.5245
The running slope of the curb ramp is excessive.
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 15.0 ft.10.20% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Finding 830238
Finding_6380914649378_716.jpg
Sidewalk Finding 830238
Finding_6380914650104_692.jpg
847 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37665 105.5241
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Finding 830239
Finding_6380914653249_382.jpg
849 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37661 105.5242
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalk Finding 830241
Finding_6380914661700_474.jpg
850 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37663 105.5241
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Finding 830242
Finding_6380914666258_768.jpg
851 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Surface
Vertical Surface
Discontinuities NA NA 40.3766 105.5238
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $50 100 1/1/2024 1/1/2027
853 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37683 105.524
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 5.70% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 B2 CR $3,000 3,500 1/1/2027 1/1/2033
Sidewalk Finding 830245
Finding_6380914681228_921.jpg
Sidewalk Finding 830245
Finding_6380914682068_361.jpg
854 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Turning Space
Perpendicular/Diagonal
Constrained
Length in the Direction of
Ramp Run 40.37655 105.5238
The turning space at the top of the ramp is not the correct length.
Where the turning space is constrained at the back of sidewalk the turning space shall be 48 inches minimum
wide by 60 inches minimum in the direction of the ramp run. 24" Open
Provide a turning space that is 48"by 60"and does not exceed a
2%slope in any direction. 2011 PROWAG R304.2.1 B4 CR $500 750 1/1/2027 1/1/2033
Sidewalk Finding 830246
Finding_6380914684990_183.jpg
855 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Curb Ramp Detectable Warnings Missing NA 40.37653 105.5238
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalk Finding 830247
Finding_6380914687009_562.jpg
856 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Big Horn Parking Lot Slope Cross NA NA NA 40.37648 105.5238
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.80% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.8%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S 1/1/2027 1/1/2033
Sidewalk Finding 830248
Finding_6380914689464_443.jpg
Sidewalk Finding 830248
Finding_6380914691204_169.jpg
858 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Town Hall Plaza Slope Cross NA NA NA 40.37668 105.5234
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 15% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B2 S $5,200 7,800 1/1/2027 1/1/2033 65'x8',520sq/ft
Sidewalks Finding 830250
Finding_6380914732457_815.jpg
Sidewalks Finding 830250
Finding_6380914733136_739.jpg
Sidewalks Finding 830250
Finding_6380914735086_836.jpg
864 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Town Hall Plaza Slope Cross NA NA NA 40.37727 105.5209
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B2 S$001/1/2027 1/1/2033
Sidewalks Finding 830256
Finding_6380914767546_666.jpg
Sidewalks Finding 830256
Finding_6380914768259_692.jpg
867 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Slope Cross NA NA NA 40.37733 105.522
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.55% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830259
Finding_6380914797590_385.jpg
Sidewalks Finding 830259
Finding_6380914799147_264.jpg
868 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Virginia Dr. Surface
Vertical Surface
Discontinuities NA NA 40.3776 105.522
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 1" Open
Grind down the vertical surface discontinuities to eliminate the
tripping hazard. 2011 PROWAG R302.7.2 B5 S $75 150 1/1/2024 1/1/2027
Sidewalks Finding 830260
Finding_6380914805368_510.jpg
870 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37622 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 6.80% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $2,000 3,000 1/1/2027 1/1/2033 20'x10',200sq/ft
Sidewalks Finding 830270
Finding_6380915599054_99.jpg
Sidewalks Finding 830270
Finding_6380915599892_697.jpg
871 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37607 105.5111
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.20" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 830271
Finding_6380915603113_78.jpg
872 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37611 105.5111
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of driveway Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830272
Finding_6380915608066_127.jpg
873 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37611 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.85% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.85%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830273
Finding_6380915613537_295.jpg
Sidewalks Finding 830273
Finding_6380915614176_242.jpg
875 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37556 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.75% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.75%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830275
Finding_6380915626527_274.jpg
Sidewalks Finding 830275
Finding_6380915627192_944.jpg
876 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37516 105.5111
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830276
Finding_6380915629019_655.jpg
877 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37578 105.5111
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830277
Finding_6380915635991_239.jpg
878 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37502 105.5111
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,050 1,575 1/1/2027 1/1/2033 15'x7',105sq/ft
Sidewalks Finding 830278
Finding_6380915639062_796.jpg
Sidewalks Finding 830278
Finding_6380915639629_71.jpg
881 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37389 105.5111
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.3" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830281
Finding_6380915662285_187.jpg
883 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37333 105.511
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.85% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,600 2,400 1/1/2027 1/1/2033 20'x8',160sq/ft
Sidewalks Finding 830283
Finding_6380915675518_214.jpg
Sidewalks Finding 830283
Finding_6380915676265_836.jpg
884 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37304 105.5108
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830284
Finding_6380915680781_150.jpg
886 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37273 105.5107
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.5" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 B5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830286
Finding_6380915691930_345.jpg
887 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37268 105.5107
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,600 2,400 1/1/2027 1/1/2033 20'x8',160sq/ft
Sidewalks Finding 830287
Finding_6380915695263_572.jpg
888 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37234 105.5104
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7%curb ramp in walkway Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S$001/1/2027 1/1/2033
Sidewalks Finding 830288
Finding_6380915705690_981.jpg
Sidewalks Finding 830288
Finding_6380915706410_87.jpg
889 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Turning Space Missing Perpendicular/Diagonal 40.37233 105.5104
There is no turning space at the top of the curb ramp.
A turning space 48 inches minimum wide by 48 inches minimum in the direction of travel shall be provided at
the top of the curb ramp and shall be permied to overlap other turning spaces and clear spaces.
7.85%running slope Open
If there is enough space provided to increase the length of the
turning space,install a turning space with the correct length.
Refer to Column N Finding"for dimensions)If there is not
enough space to install a turning space at the top of the curb
ramp,convert the existing perpendicular curb ramp into a 2011 PROWAG R304.2.1 B4 CR $500 1,000 1/1/2027 1/1/2033
Sidewalks Finding 830289
Finding_6380915711056_655.jpg
Sidewalks Finding 830289
Finding_6380915711746_104.jpg
890 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37229 105.5104
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides of drive lane Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830290
Finding_6380915718365_29.jpg
891 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.3721 105.51
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4.30% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $3,200 4,800 1/1/2027 1/1/2033 40'x8',320sq/ft
Sidewalks Finding 830291
Finding_6380915728435_829.jpg
Sidewalks Finding 830291
Finding_6380915729159_66.jpg
Sidewalks Finding 830291
Finding_6380915731741_418.jpg
892 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37185 105.5096
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 7.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $960 1,440 1/1/2027 1/1/2033 12'x8',96sq/ft
Sidewalks Finding 830292
Finding_6380915737312_529.jpg
Sidewalks Finding 830292
Finding_6380915738295_529.jpg
893 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.3718 105.5094
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $700 800 1/1/2027 1/1/2033
Sidewalks Finding 830293
Finding_6380915741098_150.jpg
894 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37181 105.5094
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 4% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $7,200 10,800 1/1/2027 1/1/2033 120'x6',720sq/ft
Sidewalks Finding 830294
Finding_6380915750807_25.jpg
Sidewalks Finding 830294
Finding_6380915751437_821.jpg
Sidewalks Finding 830294
Finding_6380915752072_924.jpg
Sidewalks Finding 830294
Finding_6380915753851_172.jpg
895 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37181 105.5093
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 12% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $500 750 1/1/2027 1/1/2033 5'x10',50sq/ft
Sidewalks Finding 830295
Finding_6380915764806_743.jpg
Sidewalks Finding 830295
Finding_6380915765601_529.jpg
898 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Cross NA NA NA 40.37062 105.5065
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 9.50% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 B3 S $1,200 1,800 1/1/2027 1/1/2033 20'x6',120sq/ft
Sidewalks Finding 830298
Finding_6380915791982_213.jpg
Sidewalks Finding 830298
Finding_6380915794015_153.jpg
900 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.3704 105.5061
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 12% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $500 750 1/1/2027 1/1/2033 5'x10',50sq/ft
Sidewalks Finding 830300
Finding_6380915805237_919.jpg
Sidewalks Finding 830300
Finding_6380915806091_262.jpg
901 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37043 105.506
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830301
Finding_6380915807978_268.jpg
902 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37036 105.506
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 13.50% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 B3 S $1,000 1,500 1/1/2027 1/1/2033 5'x20',100sq/ft
Sidewalks Finding 830302
Finding_6380915812316_262.jpg
Sidewalks Finding 830302
Finding_6380915812889_546.jpg
903 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Stanley Ave Curb Ramp Detectable Warnings Missing NA 40.37039 105.5058
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 B5 CR $350 400 1/1/2027 1/1/2033
Sidewalks Finding 830303
Finding_6380915814896_810.jpg
907 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Slope Cross NA NA NA 40.37204 105.5051
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.50% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.5%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 C3 S$001/1/2033 1/1/2038
Sidewalks Finding 830307
Finding_6380915948779_839.jpg
Sidewalks Finding 830307
Finding_6380915949418_625.jpg
908 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37077 105.5011
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.6" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 C5 S $250 300 1/1/2024 1/1/2027
Sidewalks Finding 830308
Finding_6380915958846_409.jpg
909 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Curb Ramp Turning Space
Perpendicular/Diagonal
Unconstrained
Length in the Direction of
Ramp Run 40.37025 105.5001
The turning space at the top of the ramp is not the correct length in the direcon of the ramp run.
A turning space 48 inches minimum by 48 inches minimum shall be provided at the top of the curb ramp and
shall be permitted to overlap other turning spaces and clear spaces. 32" Open
Provide a turning space that is 48"by 48"and does not exceed a
2%slope in any direction. 2011 PROWAG R304.2.1 C4 CR $500 750 1/1/2033 1/1/2038
Sidewalks Finding 830309
Finding_6380915970542_730.jpg
Sidewalks Finding 830309
Finding_6380915971260_652.jpg
910 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Curb Ramp Detectable Warnings Missing NA 40.37051 105.5
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 C5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830310
Finding_6380915973063_362.jpg
911 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Curb Ramp Slope Cross
With Yield or Stop
Controls
Perpendicular or Diagonal
Ramp 40.37049 105.4995
The cross slope of the curb ramp is greater than 2%.
The cross slope of curb ramps blended transitions and turning spaces shall be 2 percent maximum. 5.65% Open
Reconstruct curb ramp to provide a cross slope grade less than or
equal to 2%. 2011 PROWAG R304.5.3 C2 CR $3,000 3,500 1/1/2033 1/1/2038
Sidewalks Finding 830311
Finding_6380915985727_790.jpg
Sidewalks Finding 830311
Finding_6380915986419_931.jpg
912 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Curb Ramp Detectable Warnings Missing NA 40.37049 105.4991
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 C5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830312
Finding_6380915988566_161.jpg
913 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Manford Slope Cross NA NA NA 40.37038 105.4997
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 2.35% Open
The pedestrian access route does have an excessive cross slope.
However,it is our opinion that the 2.35%cross slope falls within
conventional construction tolerance.No action required. 2011 PROWAG R302.6 C3 S$001/1/2033 1/1/2038
Sidewalks Finding 830313
Finding_6380916017949_980.jpg
Sidewalks Finding 830313
Finding_6380916018490_915.jpg
919 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Surface Horizontal Openings Greater Than 1/2 Inch NA 40.37008 105.5
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.50'damaged asphalt Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 C5 S $4,000 6,000 1/1/2024 1/1/2027 50'x8',400sq/ft
Sidewalks Finding 830319
Finding_6380916091576_933.jpg
921 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Curb Ramp Slope Running Grade)
Perpendicular or Diagonal
Ramp NA 40.36745 105.5002
The running slope of the curb ramp is excessive.
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 15.0 ft.13.50% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 C2 CR $3,000 3,500 1/1/2033 1/1/2038
Sidewalks Finding 830321
Finding_6380916108186_114.jpg
Sidewalks Finding 830321
Finding_6380916108953_62.jpg
922 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Curb Ramp Detectable Warnings Missing NA 40.36723 105.5
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 C5 CR $700 800 1/1/2033 1/1/2038
Sidewalks Finding 830322
Finding_6380916123289_108.jpg
924 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Curb Ramp Detectable Warnings Missing NA 40.36702 105.5001
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 C5 CR $700 800 1/1/2033 1/1/2038
Sidewalks Finding 830324
Finding_6380916134294_156.jpg
925 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Surface Horizontal Openings Greater Than 1/2 Inch NA 40.36653 105.5001
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.17" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 C5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830325
Finding_6380916140803_982.jpg
927 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Surface
Vertical Surface
Discontinuities NA NA 40.36691 105.5004
The surface of the pedestrian access route has vertical discontinuities greater than 1/2 inch or between 1/4
inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 0.5 inch maximum.Vertical surface discontinuities between 0.25 inch
and 0.5 inch shall be beveled with a slope not steeper than 50 percent.The bevel shall be applied across the 2"multiple locations Open Repair the walkway to eliminate the vertical tripping hazard. 2011 PROWAG R302.7.2 C5 S $300 500 1/1/2024 1/1/2027
Sidewalks Finding 830327
Finding_6380916158086_75.jpg
Sidewalks Finding 830327
Finding_6380916158915_152.jpg
929 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Surface Horizontal Openings Greater Than 1/2 Inch NA 40.36591 105.5008
The surface of the pedestrian access route has openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 13 mm 0.5 in)in
diameter.9" Open Repair the walkway to eliminate openings and tripping hazard. 2011 PROWAG R302.7.3 C5 S $100 150 1/1/2024 1/1/2027
Sidewalks Finding 830329
Finding_6380916179427_126.jpg
930 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Slope Cross NA NA NA 40.36445 105.5028
The cross slope of the pedestrian access route is excessive.
The cross slope of pedestrian access routes shall be 2 percent maximum. 5.90% Open
Remove and replace the existing walkway that has an excessive
cross slope. 2011 PROWAG R302.6 C3 S $2,400 3,600 1/1/2033 1/1/2038 30'x8',240sq/ft
Sidewalks Finding 830330
Finding_6380916182179_689.jpg
931 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Community Dr Curb Ramp Detectable Warnings Missing NA 40.3659 105.5012
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 C5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830331
Finding_6380916191730_891.jpg
934 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Moraine Trail Continuous Width 120"minimum NA NA 40.36764 105.5354
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open
Since the shared use path is designed for two way travel,it is
recommended that the shared use path is at least 10ft wide.
Increase the width of the shared use path. 2011 PROWAG R302.3 D2 S $44,000 66,000 1/1/2033 1/1/2038
Approx.2,200LF 4,400sq/ft
Cost includes adding an
additional 2ft of concrete to the
existing concrete shared use
path)
Shared Use Path Finding 830337
Finding_6380921959314_101.jpg
937 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Moraine Trail Curb Ramp Detectable Warnings Missing NA 40.36899 105.5319
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel. Both sides Open
Install an ADA compliant detectable warning surface that extends
the full width of the the street crossing at the shared use path. 2011 PROWAG R208.1 D5 CR $700 800 1/1/2033 1/1/2038
Shared Use Path Finding 830340
Finding_6380921988429_328.jpg
938 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Moraine Trail Surface
Firm Stable And Slip
Resistant NA NA 40.36901 105.5316
The surface of the pedestrian access route is not rm stable and slip resistant.
The surfaces of pedestrian access routes and elements and spaces along the pedestrian access route that are
required to be accessible that connect to pedestrian access routes shall be firm stable and slip resistant. Trails turns to gravel Open Need additional information to where this trail leads to. 2011 PROWAG R302.7 D5 S$001/1/2024 1/1/2027
Shared Use Path Finding 830341
Finding_6380921997305_466.jpg
939 ADA Evaluation
Pedestrian Access Routes
PAR) Shared Use Path Moraine Trail Continuous Width 120"minimum NA NA 40.36764 105.5354
The shared use path is not wide enough.
The continuous clear width of pedestrian access routes shall be 10.0 ft minimum exclusive of the width of the
curb.8' Open Refer to Record 934 for Reccomendation and Pricing 2011 PROWAG R302.3 D2 S 1/1/2033 1/1/2038
Shared Use Path Finding 830378
Finding_6380921959314_101.jpg
943 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Curb Ramp Detectable Warnings Missing NA 40.37321 105.5057
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 D5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830345
Finding_6380922220233_902.jpg
945 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Curb Ramp Detectable Warnings Missing NA 40.3736 105.5053
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 D5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830347
Finding_6380922241409_734.jpg
947 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Curb Ramp Detectable Warnings Missing NA 40.37426 105.5048
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 D5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830349
Finding_6380922248559_632.jpg
948 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Curb Ramp Detectable Warnings Missing NA 40.37386 105.505
The detectable warning is missing at the curb ramp.
Curb ramps shall have a detectable warning that extends the full width of the curb ramp excluding the flared
sides 24 inch minimum in the direction of travel.Open
Install an ADA compliant detectable warning surface that extends
the full width of the curb ramp. 2011 PROWAG R208.1 D5 CR $350 400 1/1/2033 1/1/2038
Sidewalks Finding 830350
Finding_6380922257167_866.jpg
950 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Slope Running Grade)
Within Street or Hwy
ROW NA NA 40.37497 105.5045
The running slope of pedestrian access route exceeds the general grade of the adjacent street of highway.
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. 13.60% Open
Remove and replace the existing walkway that has an excessive
running slope. 2011 PROWAG R302.5 D3 S $1,000 1,500 1/1/2033 1/1/2038 5'x20',100sq/ft
Sidewalks Finding 830352
Finding_6380922296387_957.jpg
Sidewalks Finding 830352
Finding_6380922297163_582.jpg
952 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks Fourth St Curb Ramp Slope Running Grade) Parallel Ramp Left Ramp 40.37343 105.5056
The running slope of the le curb ramp is excessive.
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 15.0 ft.11.60% Open
Reconstruct curb ramp to provide a running slope grade less than
or equal to 8.3%.
2011 PROWAG R304.2.2
2011 PROWAG R304.3.2 D2 CR $3,000 3,500 1/1/2033 1/1/2038
Sidewalks Finding 830354
Finding_6380922311178_565.jpg
Sidewalks Finding 830354
Finding_6380922312541_837.jpg
954 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalks South Court Continuous Width 48 Inches Minimum NA NA 40.37749 105.5204
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.36" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 D2 S $30,400 45,600 1/1/2033 1/1/2038
Approx.760LF 3,040sq/ft Cost
includes removal and
replacement of existing
sidewalk)
Sidewalks Finding 830356
Finding_6380922333228_768.jpg
Sidewalks Finding 830356
Finding_6380922333837_291.jpg
Sidewalks Finding 830356
Finding_6380922334889_365.jpg
955 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Third St Continuous Width 48 Inches Minimum NA NA 40.37749 105.5204
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.36" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 D2 S $70,000 105,000 1/1/2033 1/1/2038
Approx.1,750LF 7,000sq/ft
Cost includes removal and
replacement of existing
sidewalk)
Sidewalk Finding 830357
Finding_6380922347660_110.jpg
Sidewalk Finding 830357
Finding_6380922348263_207.jpg
Sidewalk Finding 830357
Finding_6380922348726_652.jpg
Sidewalk Finding 830357
Finding_6380922349849_478.jpg
956 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk North Court Continuous Width 48 Inches Minimum NA NA 40.37448 105.5063
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.39" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 B2 S $45,600 45,600 1/1/2027 1/1/2033
Approx.760LF 3,040sq/ft Cost
includes removal and
replacement of existing
sidewalk)
Sidewalk Finding 830358
Finding_6380922360353_949.jpg
Sidewalk Finding 830358
Finding_6380922361090_380.jpg
957 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk Second St Continuous Width 48 Inches Minimum NA NA 40.37401 105.5079
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.38" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 D2 S $52,000 78,000 1/1/2033 1/1/2038
Approx.1,300LF 5,200sq/ft
Cost includes removal and
replacement of existing
sidewalk)
Sidewalk Finding 830359
Finding_6380922378763_973.jpg
Sidewalk Finding 830359
Finding_6380922379693_352.jpg
958 ADA Evaluation
Pedestrian Access Routes
PAR) Sidewalk First St Continuous Width 48 Inches Minimum NA NA 40.37478 105.5088
The pedestrian access route is not wide enough.
The continuous clear width of pedestrian access routes shall be 4.0 ft minimum exclusive of the width of the
curb.36" Open
Remove and replace the exisitng sidewalk.Install new sidewalk
that is 4ft wide. 2011 PROWAG R302.3 D2 S $45,600 45,600 1/1/2033 1/1/2038
Approx.760LF 3,040sq/ft Cost
includes removal and
replacement of existing
sidewalk)
Sidewalk Finding 830360
Finding_6380922399092_923.jpg
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Site Accessibility Evaluation
On Street Parking and
Transit Stops
PU23-002206
170 MacGregor Ave
Estes Park, CO 80517
Public Right of Way
Inspection Date: 10/24/2023
Inspector: Ryan Kelley
Prepared By
719) 205 - 7753
Table of Contents
Findings .......................................................... 3
Transit Stops and On-Street Parking ..................................... 3
Red Route ....................................................... 3
Gold Route ..................................................... 21
Silver Route ..................................................... 36
Brown Route .................................................... 46
Blue Route ..................................................... 68
Macgregor Ave - On Street Parking ...................................... 92
Park Lane - On Street Parking ......................................... 99
W Elkhorn Ave - On Street Parking ..................................... 103
Big Horn Dr - On Street Parking ....................................... 106
On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37624, -105.5244]
Finding: 1 - #3 Ore Cart Rock Shop
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.25%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.25% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
Mile High Accessibility
Consultants, Inc.
719) 205 - 7753
3 of 108
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Finding: 1 Additional Finding Photos
Mile High Accessibility
Consultants, Inc.
719) 205 - 7753
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37636, -105.5243]
Finding: 2 - #3 Ore Cart Rock Shop
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
8'x5'
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
N/A - Refer to Finding
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
Mile High Accessibility
Consultants, Inc.
719) 205 - 7753
5 of 108
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 2 Additional Finding Photos
Mile High Accessibility
Consultants, Inc.
719) 205 - 7753
6 of 108
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.3764, -105.5268]
Finding: 3 - #4 Tregent Park
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.1%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 3 Additional Finding Photos
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Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37642, -105.5295]
Finding: 4 - #5 West Park Center
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
Damaged asphalt with excessive
slopes of 4.8%
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 4 Additional Finding Photos
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Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.3786, -105.5335]
Finding: 5 - #6 West of Maxwell Inn
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
Gravel with 11.55% slope
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 5 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.3762, -105.528]
Finding: 6 - #7 Mrs Walshs Garden
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
90"
Conceptual Cost/
Budgeting Range:
500 - $800.00
Recommendation:
Increase the length of the boarding and alighting area to 8' minimum.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 6 Additional Finding Photos
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Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37624, -105.5281]
Finding: 7 - #7 Mrs Walshs Garden
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.7%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.7% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 7 Additional Finding Photos
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Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37612, -105.5246]
Finding: 8 - #8 Grubsteak
The transit stop contains changes level greater than 1/2 inch.
Vertical surface discontinuities shall be 1/2 inch maximum. Vertical surface discontinuities between 1/4
inch and 1/2 inch shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied
across the entire vertical surface discontinuity.
Citation:
2011 PROWAG Section:
R302.7.2, R308.1.3.1
As Built:
1" at curb
Conceptual Cost/
Budgeting Range:
250 - $500.00
Recommendation:
Remove and regrade the pavers at the boarding and alighting area of the transit stop to eliminate the
vertical surface discontinuity.
Barrier Priority:
Priority 1 – High: Should be completed within 12 months. Includes findings that have little or no cost,
were in violation of the codes at the time of construction, pose an imminent safety threat, or would
remove barriers to the greatest number of people to the Town’s programs and services.
Estimated Remediation Date:
01/01/2025
Notes:
11/03/2023] Regrade pavers
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Finding: 8 Additional Finding Photos
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Transit Stops and On-Street Parking: Red Route
Lat/Long: [40.37727, -105.5184]
Finding: 9 - #10 Thirty Below Leather
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
10.5% at pavers
Conceptual Cost/
Budgeting Range:
250 - $500.00
Recommendation:
Remove and regrade the pavers at the boarding and alighting area of the transit stop to eliminate the
excessive cross slope.
Barrier Priority:
Priority 1 – High: Should be completed within 12 months. Includes findings that have little or no cost,
were in violation of the codes at the time of construction, pose an imminent safety threat, or would
remove barriers to the greatest number of people to the Town’s programs and services.
Estimated Remediation Date:
01/01/2025
Notes:
N/A
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Finding: 9 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.37749, -105.5204]
Finding: 10 - #2 The Aspire at Steamer Pkwy
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
0x0
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 10 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.38197, -105.5167]
Finding: 11 - #2 The Aspire at Steamer Pkwy
The pedestrian access route is missing between the boarding and alighting area or boarding platform
and the street, sidewalk, or pedestrian circulation path.
Boarding and alighting areas and boarding platforms shall be connected to streets, sidewalks, or
pedestrian circulation paths by pedestrian access routes.
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.
Citation:
2011 PROWAG Section:
R308.1.3.2
As Built:
Not connected to right of way
Conceptual Cost/
Budgeting Range:
3,500 - $5,000.00
Recommendation:
Connect the transit stop to the public right of way.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 11 (Continued)
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Finding: 11 Additional Finding Photos
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Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.39089, -105.5619]
Finding: 12 - #3 Timber Creek Chalets
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
1.7% in driveway, adjacent area
is gravel
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 12 Additional Finding Photos
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Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.39956, -105.5748]
Finding: 13 - #4 McGregor Mtn Lodge
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
8x5 in driveway, gravel adjacent
to driveway
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 13 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.40203, -105.5866]
Finding: 14 - #5 Fall River Vistor Center
The transit stop contains changes level greater than 1/2 inch.
Vertical surface discontinuities shall be 1/2 inch maximum. Vertical surface discontinuities between 1/4
inch and 1/2 inch shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied
across the entire vertical surface discontinuity.
Citation:
2011 PROWAG Section:
R302.7.2, R308.1.3.1
As Built:
1"
Conceptual Cost/
Budgeting Range:
75 - $150.00
Recommendation:
Grind down the concrete to eliminate the tripping hazard.
Barrier Priority:
Priority 1 – High: Should be completed within 12 months. Includes findings that have little or no cost,
were in violation of the codes at the time of construction, pose an imminent safety threat, or would
remove barriers to the greatest number of people to the Town’s programs and services.
Estimated Remediation Date:
01/01/2025
Notes:
N/A
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Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.39505, -105.5644]
Finding: 15 - #6 Estes Park Condos
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
Gravel
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.38968, -105.5612]
Finding: 16 - #7 Aspen Winds
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
8.3% on gravel
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 16 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Gold Route
Lat/Long: [40.38402, -105.5474]
Finding: 17 - #10 The Wapiti
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.2%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 17 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Silver Route
Lat/Long: [40.37215, -105.5151]
Finding: 18 - #3 EP Health
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
16.45% boarding located at curb
ramp
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
The transit stop is located at a curb ramp.
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 18 (Continued)
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Finding: 18 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Silver Route
Lat/Long: [40.37039, -105.5061]
Finding: 19 - #4 Ziggis Coffee
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
64"
Conceptual Cost/
Budgeting Range:
500 - $800.00
Recommendation:
Increase the length of the boarding and alighting area to 8' minimum.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 19 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Silver Route
Lat/Long: [40.36823, -105.4928]
Finding: 20 - #6 Solitude Cabins
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
6' due to parking stall. Need to
block off 2 stalls to provide
access to the facility and ramp.
Conceptual Cost/
Budgeting Range:
200 - $300.00
Recommendation:
Install angled striping at the 2 parking stalls to prevent people from parking in them.
Barrier Priority:
Priority 1 – High: Should be completed within 12 months. Includes findings that have little or no cost,
were in violation of the codes at the time of construction, pose an imminent safety threat, or would
remove barriers to the greatest number of people to the Town’s programs and services.
Estimated Remediation Date:
01/01/2025
Notes:
N/A
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Finding: 20 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Silver Route
Lat/Long: [40.36823, -105.4928]
Finding: 21 - #6 Solitude Cabins
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
6.95%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 21 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Silver Route
Lat/Long: [40.36935, -105.4991]
Finding: 22 - #7 EV Community Center
The transit stop contains changes level between 1/4 inch and 1/2 inch that are not beveled.
Vertical surface discontinuities shall be 1/2 inch maximum. Vertical surface discontinuities between 1/4
inch and 1/2 inch shall be beveled with a slope not steeper than 50 percent. The bevel shall be applied
across the entire vertical surface discontinuity.
Citation:
2011 PROWAG Section:
R302.7.2, R308.1.3.1
As Built:
1"
Conceptual Cost/
Budgeting Range:
75 - $150.00
Recommendation:
Grind down the concrete to eliminate the tripping hazard.
Barrier Priority:
Priority 1 – High: Should be completed within 12 months. Includes findings that have little or no cost,
were in violation of the codes at the time of construction, pose an imminent safety threat, or would
remove barriers to the greatest number of people to the Town’s programs and services.
Estimated Remediation Date:
01/01/2025
Notes:
N/A
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.37478, -105.5218]
Finding: 23 - #2 East Riverside and Rockwell
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
Under construction
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
N/A - Refer to Finding
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 23 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.37749, -105.5204]
Finding: 24 - #3 Estes Park Brewery/Fun City
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
Under Construction
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
N/A - Refer to Finding
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.36639, -105.5375]
Finding: 25 - #4 Worldmark
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.95%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.95% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 25 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.36152, -105.538]
Finding: 26 - #5 Manor RV
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
0"
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 26 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.36357, -105.5437]
Finding: 27 - #6 National Park Village
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
5.9%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 27 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.36407, -105.5458]
Finding: 28 - #7 Alpine Trail Ridge Inn
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
4.85% uneven asphalt
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 28 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.36205, -105.553]
Finding: 29 - #8 Elk Meadow RV
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.4%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 29 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.34948, -105.568]
Finding: 30 - #10 Swiftcurrent
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2%, uneven and damaged
asphalt
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 30 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.34024, -105.5728]
Finding: 31 - #11 YMCA Admin
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.65%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 31 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.35418, -105.5623]
Finding: 32 - #12 Glacier Lodge
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
6.1%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 32 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.35838, -105.5569]
Finding: 33 - #13 Rockmount Cottages
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
6.35% in driveway adjacent area
is gravel
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 33 Additional Finding Photos
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Transit Stops and On-Street Parking: Brown Route
Lat/Long: [40.37749, -105.5204]
Finding: 34 - #14 East Riverside and Rockwell
The length of the boarding and alighting area is less than 8 feet.
Boarding and alighting areas shall provide a clear length of 8 feet minimum, measured perpendicular to
the curb or street or highway edge, and a clear width of 5 feet minimum, measured parallel to the street
or highway.
Citation:
2011 PROWAG Section:
R308.1.1.1
As Built:
Under construction
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
N/A - Refer to Finding
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.37749, -105.5204]
Finding: 35 - #1 Visitor Center for all routes
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.75%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.75% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 35 Additional Finding Photos
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Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38255, -105.4981]
Finding: 36 - #4 Quality Inn
The transit stop contains horizontal openings greater than 1/2 inch.
Horizontal openings in gratings and joints shall not permit passage of a sphere more than 1/2 inch in
diameter. Elongated openings in gratings shall be placed so that the long dimension is perpendicular to
the dominant direction of travel.
Citation:
2011 PROWAG Section:
R302.7.3, R308.1.3.1
As Built:
Multiple openings
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the boarding and alighting area is located for the transit stop. The slope perpendicular to the
street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 36 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38144, -105.4955]
Finding: 37 - #5 Antonio's Pizza
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
4%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the boarding and alighting area is located for the transit stop. The slope perpendicular to the
street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 37 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.37872, -105.4922]
Finding: 38 - #6 Estes Park Marina
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
Loose gravel
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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Finding: 38 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.37785, -105.487]
Finding: 39 - #7 KOA
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.35%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.35% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 39 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.39116, -105.4904]
Finding: 40 - #8 Good Samaritan Village
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
2.35%
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
It is our opinion that the 2.35% cross slopes falls within conventional construction tolerance. No action
required.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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Finding: 40 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.39005, -105.4931]
Finding: 41 - #9 Talons Point Apartments
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.65%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the boarding and alighting area is located for the transit stop. The slope perpendicular to the
street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
10/24/2023] Depends where the bust stops
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Finding: 41 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38898, -105.4894]
Finding: 42 - #10 Salud Medical Health Center
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
9%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
10/24/2023] Angled at curb
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Finding: 42 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38755, -105.4926]
Finding: 43 - #11 Crossroads Ministry
The slope of the boarding or alighting area is greater than 2%.
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.
Citation:
2011 PROWAG Section:
R308.1.1.2
As Built:
3.4%
Conceptual Cost/
Budgeting Range:
800 - $1,200.00
Recommendation:
Regrade the walkway where the boarding and alighting area is located for the transit stop. The slope
perpendicular to the street cannot exceed 2.1%.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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Finding: 43 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38282, -105.4939]
Finding: 44 - #13 Raven Ave and Lone Pine Dr
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
5.65% at street, adjacent surface
is grass
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 44 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.38291, -105.4981]
Finding: 45 - #14 Lakefront at Ranch Meadow
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
0x0, bust stop located in turning
lane
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 45 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Blue Route
Lat/Long: [40.37984, -105.5153]
Finding: 46 - #15 Lower Stanley Village
The surface of the boarding and alighting area for the transit stop is not firm, stable and slip resistant.
The surfaces of boarding and alighting area and elements and spaces along the pedestrian access route
that are required to be accessible that connect to pedestrian access routes shall be firm, stable, and slip
resistant.
Citation:
2011 PROWAG Section: R302.7
As Built:
0x0 bus stop in drive lane or on
grass.
Conceptual Cost/
Budgeting Range:
750 - $1,000.00
Recommendation:
Install a boarding and alighting area at the transit stop that is a minimum of 8'x5'. We recommend
installing concrete for the boarding and alighting area. Ensure the slope that is perpendicular to the
street does not exceed 2.1%
Barrier Priority:
Priority 2 – Important: Should be completed within 24 months. Includes barriers that have a lower
budgetary impact on the entity in relationship to the degree of access provided and that impede access
to higher numbers of people with disabilities.
Estimated Remediation Date:
01/01/2026
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 46 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Macgregor Ave - On Street Parking
Lat/Long: [40.37997, -105.5221]
Finding: 47
There are no on-street accessible parking stalls.
Where on-street parking is provided on the block perimeter and the parking is marked or metered,
accessible parking spaces shall be provided.
There is a total of 84 marked or metered parking stalls on the block perimeter. There should be a
minimum of 4 accessible stalls designed as van accessible.
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.
Citation:
2011 PROWAG Section: R214
As Built:
0 ADA on-street parking stalls
Conceptual Cost/
Budgeting Range:
10,000 - $15,000.00
Recommendation:
4 angled ADA on street parking stalls need to be provided on Macgregor Ave. We recommend dispersing
the ADA parking stalls throughout the street to provide the most access to services provided by the
Town. Each angled ADA parking stall will need to be a minimum of 132" with a 60" access aisle located
on the passenger side of the parking stall. A curb ramp will need to be installed at the head of each
access aisle and connect to the pedestrian access route.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 47 (Continued)
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 47 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Macgregor Ave - On Street Parking
Lat/Long: [40.38015, -105.5221]
Finding: 48
Where perpendicular or angled parking is provided, an access aisle 8 feet 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 and shall be marked so as to discourage parking in the access
aisle. Two parking spaces are permitted to share a common access aisle.
Citation:
2011 PROWAG Section: R309.3
As Built:
N/A
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
This is one of the locations we recommend converting to an accessible angled parking stall.
Refer to Record #94 for recommendations and pricing.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Macgregor Ave - On Street Parking
Lat/Long: [40.37749, -105.5204]
Finding: 49
The access aisle does not connect to the pedestrian access route.
Where perpendicular or angled parking is provided, an access aisle 8 feet 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 and shall be marked so as to discourage parking in the access
aisle. Two parking spaces are permitted to share a common access aisle.
Citation:
2011 PROWAG Section: R309.3
As Built:
N/A
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
This is one of the locations we recommend converting to an accessible angled parking stall.
Refer to Record #94 for recommendations and pricing.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Macgregor Ave - On Street Parking
Lat/Long: [40.37798, -105.521]
Finding: 50
The access aisle does not connect to the pedestrian access route.
Where perpendicular or angled parking is provided, an access aisle 8 feet 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 and shall be marked so as to discourage parking in the access
aisle. Two parking spaces are permitted to share a common access aisle.
Citation:
2011 PROWAG Section: R309.3
As Built:
N/A
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
This is one of the locations we recommend converting to an accessible angled parking stall.
Refer to Record #94 for recommendations and pricing.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 50 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Park Lane - On Street Parking
Lat/Long: [40.37724, -105.5219]
Finding: 51
There are not enough on-street accessible parking stalls.
Where on-street parking is provided on the block perimeter and the parking is marked or metered,
accessible parking spaces shall be provided.
There is a total of 38 marked or metered parking stalls on the block perimeter. There should be a
minimum of 2 accessible stalls designed as van accessible.
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.
Citation:
2011 PROWAG Section: R214
As Built:
There is 1 on-street accessible
parking stall. There needs to be
1 more accessible parking stall
on this street.
Conceptual Cost/
Budgeting Range:
2,500 - $3,750.00
Recommendation:
1 additional angled ADA on street parking stall needs to be provided on Park Lane. We recommend
dispersing the ADA parking stalls throughout the street to provide the most access to services provided
by the Town. Each angled ADA parking stall will need to be a minimum of 132" with a 60" access aisle
located on the passenger side of the parking stall. A curb ramp will need to be installed at the head of
each access aisle and connect to the pedestrian access route.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 51 (Continued)
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Park Lane - On Street Parking
Lat/Long: [40.37749, -105.5204]
Finding: 52
Where perpendicular or angled parking is provided, an access aisle 8 feet 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 and shall be marked so as to discourage parking in the access
aisle. Two parking spaces are permitted to share a common access aisle.
Citation:
2011 PROWAG Section: R309.3
As Built:
Yes
Conceptual Cost/
Budgeting Range:
0 - $0.00
Recommendation:
This is the location we recommend converting to an accessible angled parking stall.
Refer to Record #98 for recommendations and pricing.
Barrier Priority:
N/A
Estimated Remediation Date:
N/A
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 52 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: W Elkhorn Ave - On Street Parking
Lat/Long: [40.37618, -105.5255]
Finding: 53
There are not enough on-street accessible parking stalls.
Where on-street parking is provided on the block perimeter and the parking is marked or metered,
accessible parking spaces shall be provided.
There is a total of 11 marked or metered parking stalls on the block perimeter. There should be a
minimum of 1 accessible stalls designed as van accessible.
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.
Parallel on-street parking spaces shall be 24 feet (7.3 m) long minimum and 13 feet (4.0 m) wide
minimum. Parallel on-street parking spaces shall not encroach on the traveled way.
EXCEPTIONS: 1. Where parallel on-street parking spaces are altered but the adjacent pedestrian
circulation path is not, any accessible parallel on-street parking spaces provided may have the same
dimensions as the adjacent parallel on-street parking spaces if they are provided nearest the crosswalk
at the end of the block face or nearest a midblock crosswalk, and a curb ramp or blended transition is
provided serving the crosswalk.
2. In alterations, where providing parallel on-street parking spaces with the dimensions specified in
R310.2.1 would result in an available right-of-way width less than or equal to 9 feet (2.7 m), measured
from the curb line to the right-of-way line, the accessible parallel on-street parking spaces may have the
same dimensions as the adjacent parallel on-street parking spaces if they are provided nearest the
crosswalk at the end of the block face or nearest a midblock crosswalk, and a curb ramp or blended
transition is provided serving the crosswalk.
Citation:
2011 PROWAG Section: R214
As Built:
1 accessible on street parking
stall is needed
Conceptual Cost/
Budgeting Range:
4,500 - $6,000.00
Recommendation:
1 parallel ADA on street parking stall needs to be provided on W. Elkhorn Ave. The accessible parallel
parking stall will need be a minimum of 24' long and 13' wide.. A curb ramp will need to be installed and
connect to the pedestrian access route.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 53 Additional Finding Photos
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Transit Stops and On-Street Parking: Big Horn Dr - On Street Parking
Lat/Long: [40.37684, -105.5242]
Finding: 54
There are no on-street accessible parking stalls.
Where on-street parking is provided on the block perimeter and the parking is marked or metered,
accessible parking spaces shall be provided.
There is a total of 30 marked or metered parking stalls on the block perimeter. There should be a
minimum of 2 accessible stalls designed as van accessible.
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.
Parallel on-street parking spaces shall be 24 feet (7.3 m) long minimum and 13 feet (4.0 m) wide
minimum. Parallel on-street parking spaces shall not encroach on the traveled way.
EXCEPTIONS: 1. Where parallel on-street parking spaces are altered but the adjacent pedestrian
circulation path is not, any accessible parallel on-street parking spaces provided may have the same
dimensions as the adjacent parallel on-street parking spaces if they are provided nearest the crosswalk
at the end of the block face or nearest a midblock crosswalk, and a curb ramp or blended transition is
provided serving the crosswalk.
2. In alterations, where providing parallel on-street parking spaces with the dimensions specified in
R310.2.1 would result in an available right-of-way width less than or equal to 9 feet (2.7 m), measured
from the curb line to the right-of-way line, the accessible parallel on-street parking spaces may have the
same dimensions as the adjacent parallel on-street parking spaces if they are provided nearest the
crosswalk at the end of the block face or nearest a midblock crosswalk, and a curb ramp or blended
transition is provided serving the crosswalk.
Citation:
2011 PROWAG Section: R214
As Built:
1 accessible on street parking
stall is needed
Conceptual Cost/
Budgeting Range:
4,500 - $6,000.00
Recommendation:
1 parallel ADA on street parking stall needs to be provided on Big Horn Dr. The accessible parallel
parking stall will need be a minimum of 24' long and 13' wide.. A curb ramp will need to be installed and
connect to the pedestrian access route.
Barrier Priority:
Priority 3 – Moderate: Should be completed within 36 months due to a technical violation that is difficult
and costly to re-mediate. Includes findings that create a moderate impact on accessibility compared to
the cost of the remediation.
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Estimated Remediation Date:
01/01/2027
Notes:
N/A
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On Street Parking and Transit Stops - 170 MacGregor Ave Estes Park, CO 80517
Finding: 54 Additional Finding Photos
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Town of Estes Park
ADA Self-evaluation and Transition Plan
January 23, 2024
Presentation Outline
ADA Title II Requirements
ADA Transition Plan Requirements
Project Scope
Self-evaluation Overview
Facility Summary Reports
Public Right-of-way Summary Reports
Next Steps
ADA Title II Requirements
Develop an ADA grievance procedure
Designate an ADA Coordinator to oversee Title II compliance
Make ADA Coordinator’s name and number available to public
Perform and retain a self-evaluation for 3 years
Develop a Transition Plan for structural changes in facilities
Inform the public of the rights and protections under the ADA
Seek public input on the draft Transition Plan
Public Outreach
Public input is essential for the Self-evaluation and Transition Plan
process.
The ADA regulation requires that state and local governments
provide an opportunity for people with disabilities, and other
interested individuals or organizations, to review and comment on
the self-evaluation and transition plan.
This allows for people with disabilities and organizations to
contribute to the process of generating accessibility solutions that
may be more effective and creative.
ADA Title II Requirements
Ensure that individuals with disabilities are not excluded
from programs, services, and activities
New construction and altered facilities must not have any
architectural and communication barriers
Every facility is not required to be completely accessible
when access to individual programs, activities, and
services is provided in an alternate manner.
Recommended ADA Documents
Mile High Accessibility has provided the following ADA document templates that should be
implemented by the Town. Town staff should be trained on all ADA policies adopted by the
Town:
ADA Grievance Procedure
Eligibility Criteria Policy
ADA Self-Evaluation/TP Policy
Effective Communications Policy
General Program Access Policy
Equal Employment Policy
Mobility Device Policy
ADA Public Notice
ADA Coordinator Notice
Service Animal Policy
Emergency Management Policy
Reasonable Accommodation Policy
ADA Contracting Policy
Town Website Accessibility Policy
Transition Plan Requirements
The designation of the ADA Coordinator with name, phone
number, and email address.
An adopted ADA Grievance Procedure.
ADA Public notice.
A list of barriers that limit the accessibility of programs,
activities, or services.
Proposed methods to remove the barriers to accessibility.
The schedule to get the barrier removal work completed.
Project Scope
Held kick-off meeting with Town staff
Completed Self-evaluation:
Evaluated programs, services, policies, and procedures
Submitted draft ADA Public Notice
Submitted draft Grievance Procedure
Performed ADA audits of 16 TTownn facilitiess andd 111 Townn parks
Performedd PROWAGG auditss off 355 Estess Parkk streetss andd lots
PPerformedd ADAA auditss onn 533 transitt stopss andd streett parking
Project Scope
Developed Draft Transition Plan
Created prioritized plan for barrier removal in facilities
Produced prioritized plan for barrier removal in public
right-of-way
Conduct public meeting to solicit input from the disability
community and Town staff (November 9, 2023)
Document public input after November 9th meeting
Finalize Transition Plan
Estess Parkk Survey Summary
Estess Parkk Survey Summary
Facilities Findings Totals
Estess Parkk Parkss Surveyed
Birch Cabin
Bond Park
Baldwin Park
Centennial Open Space at Knoll-Willows
Estes Park Playground & Restrooms
George Hix Memorial
Mrs. Walsh's Garden
Estess Parkk Parkss Surveyed
Performance Park & Restrooms
Thumb Open Space
Tregent Park & Restrooms
Women's Heritage Plaza
Parks Findings Totals
Estess Park Streets/Lots Surveyed
Big Horn Parking Lot
Big Thompson Ave
Community Dr
E Elkhorn Ave
E Riverside Dr
Fall River Rd
First St
Fish Creek Trail
Fourth St
Lake Shore Dr Trail
MacGregor Ave
Manford Ave
Moraine Ave
Moraine Ave Trail
N St. Vrain Ave
North Court
Park Ln
Performance Park
Post Office Parking Lot
Riverside Parking Lot
Riverwalk
S St. Vrain Ave
Second St
South Court
Spruce Dr
Spruce Parking Lot
St. Vrain / Big Thompson
St. Vrain Ave Trail
Stanley Ave
Third Street
Town Hall Plaza
Virginia Dr
Visitor Center
W Elkhorn Ave
W Riverside Parking Lot
Public Right-of-way Findings Totals
Right of Way Findings Totals
Estess Parkk Transitt Stopss Surveyed
Blue Route
Red Route
Brown Route
Gold Route
Silver Route
Transit Stops Totals
Estess Parkk On--streett Parkingg Surveyed
Big Horn Drive
McGregor Avenue
Park Lane
W. Elkhorn Avenue
On-street Parking Totals
Next Steps
Town Council approval and adoption
Complete ADA policy development
Identify funding for barrier removal
Questions / Comments?
Division of Responsibilities 07/25/202302/13/2024
Revisions: 176 Town of Estes Park, Town Board Governance Policies Page 1 of 4
Effective Period: Until Superseded
Review Schedule: After each municipal election
Effective Date: 07/25/202302/13/2024
References: Governing Policies Manual; Governance Policy Manual 1.6 Board
Appointed Committee Principles
TOWN BOARD POLICY GOVERNANCE
BOARD OF TRUSTEES DIVISION OF RESPONSIBILITIES
101
1. Purpose: The Board of Trustees has many varied responsibilities. In order to effectively
use their time, the Board finds it necessary to divide duties and responsibilities among
the Board members.
2. Assignments To Ongoing Committees: At the first regular meeting following the
certification of the results of each biennial election, the Board of Trustees determines
each Board and Commission Primary Liaison assignments and responsibilities for the
remainder of the term of the current standing Town Board.
a) Interim Assignments: Should the Board deem it necessary to create a new liaison
assignment or to modify assignments at some time other than as described in
101.2, the Board may do so at any regular meeting of the Board.
3. Assignment To Committees of The Board of Trustees (committees comprised solely
of members of the Board of Trustees)
a) Assignments to Audit Committee:
At the first regular meeting following the certification of the results of each biennial
election, the Mayor shall appoint two (2) Trustees to the Audit committee with the
Mayor serving as the third member.
(Ord. 26-88 §1(part), 1988; Ord. 7-03 §1, 2003; Ord. 10-10 §1, 2010; Ord. 10-14
§1, 2014; Ord. 13-15, § 1, 9-22-2015)
b) Assignment to Special Committees:
Special committees may be established by the Board of Trustees. The Mayor
shall appoint all members of any special committee subject to the approval of the
Board of Trustees. (Estes Park Municipal Code 2.08.020)
4. Appointment of Mayor Pro- Tem: “At its first meeting following the certification of the
results of each biennial election, the Board of Trustees shall choose one (1) of the
Trustees as Mayor Pro Tem who, in the absence of the Mayor from any meeting of the
Board of Trustees, or during the Mayor's absence from the Town or his or her inability to
act, shall perform his or her duties.” (Estes Park Municipal Code 2.16.010)
5. Special Assignments to Ad-Hoc and Temporary Committees: The Mayor may
nominate trustees to serve on committees, community groups, or in some other
capacities as a representative of the Town, except in cases where a Board Liaison has
Division of Responsibilities 07/25/202302/13/2024
Revisions: 176 Town of Estes Park, Town Board Governance Policies Page 2 of 4
been approved by the Board of Trustees (Policy 1.7.) The Mayor shall present the
nomination of any such appointments to the Board for approval at a regular town board
meeting. The Mayor will make every effort to distribute special assignments equitably
among the members of the Board.
6. Interview panels for Town Committees – In accordance with Section IV A 6 of Policy
102, Town Committees, “Applicants for all committees will be interviewed by the Town
Board, or its designees. Any designees will be appointed by the full Town Board”.
7. Outside Committees – Outside committees are committees or boards where the Town
is represented by a member of the Board of Trustees and/or staff. These are not
committees of the Town of Estes Park and therefore the rules and guidelines for
membership are those of the outside entity not the Town. At times, they may request that
the Trustees assign an individual(s) to represent the Town, however they may also
request a specific individual or position as the Town’s representative to the committee.
8. Liaison Assignments - The Mayor may nominate trustees to serve as a Board Liaison.
The Mayor shall present the nomination of any such appointments to the Board for
approval at a regular town board meeting. The Mayor will make every effort to distribute
special assignments equitably among the members of the Board.
9. Special Consideration for Platte River Power Authority (PRPA) Board - The Mayor
or the Mayor's designee serves on the PRPA Board ex officio. The second PRPA Board
appointment shall be approved by the Town Board, with preference for the Utilities
Director per PRPA Resolution 07-19.
Division of Responsibilities 07/25/202302/13/2024
Revisions: 176 Town of Estes Park, Town Board Governance Policies Page 3 of 4
Board Assignments
Mayor Pro-Tem - __ Trustee Cenac_____________
Board and Commission and Community Representation
Board, Commission or Task Force Liaison Staff Liaison Type of
Committee
Estes Park Planning Commission Trustee
MacAlpine
Jessica
GarnerSteve
Careccia
Advisory/
Decision Making
Estes Park Board of Adjustment Trustee
MacAlpine
Jessica
GarnerSteve
Careccia
Decision Making
Rooftop Rodeo Committee Trustee Cenac n/a Outside
Estes Park Museum Friends and
Foundation Inc.
n/a Derek Fortini Outside
Police Auxiliary Trustee
Younglund
David HayesIan
Stewart (Interim)
Working Group
Transportation Advisory Board Trustee
Martchink
Greg Muhonen Advisory
Estes Valley Restorative Justice Trustee Hazelton Denise
LordBecky
Weller (Interim)
Working Group
Estes Park Board of Appeals Trustee Hazelton Jessica
GarnerSteve
Careccia
Advisory/
Decision Making
Sister Cities Trustee
MacAlpine
n/a Working Group
Estes Park Housing Authority Board of
Commissioners
Trustee
Lancaster
n/a Outside
Division of Responsibilities 07/25/202302/13/2024
Revisions: 176 Town of Estes Park, Town Board Governance Policies Page 4 of 4
Committee or Board Appointed
Member(s)
Staff Liaison Type of
Committee
Audit Committee Mayor Koenig
Mayor Pro Tem
Cenac
Trustee Hazelton
Travis
Machalek
Advisory
Colorado Association of Ski Towns
(CAST)
Voting Designee –
Trustee Cenac
Alt Designee TA
Machalek
n/a Outside
Platte River Power Authority Board of
Directors
Mayor Koenig Reuben
Bergsten
Outside
Estes Park Economic Development
Corporation Board of Directors Chamber
of Commerce Economic Development
and Workforce Council
Trustee Hazelton &
TA Machalek or
Designee
n/a Outside
Larimer County Regional Opioid
Abatement Council
Trustee Younglund
expires 02/14/2025
Outside
Larimer County Solid Waste Policy
Council
Mayor Koenig
expires 11/30/2024
n/a Outside
Local Marketing District (Visit Estes
Park)
Trustee Lancaster
Alt Designee Mayor
Pro Tem Cenac
n/a Outside
Regional Transportation Infrastructure
Funding Task Force
Trustee Martchink n/a Outside
Larimer County Behavioral Health Policy
Council
Mayor Koenig n/a Outside
___________________________________
Wendy Koenig, Mayor
_____________
Date
TOWN BOARD MEETING
February 13, 2024
Report & Discussion Item: Police Department
Update.
No packet material was provided for this
item.