Health and Rec Committee 03.11.2025 Packet Materials - FINALHealth & Recreation Committee Meeting
March 11, 2025
HEALTH & RECREATION COMMITTEE
MARCH 11, 2025
MICHAEL LABAGH,
RECREATION DIRECTOR
RECREATION DEPARTMENT UPDATE
Health & Recreation Committee Meeting
March 11, 2025
Winter review:
•Adult leagues
•Drop-In Sports
•Inbody Scale Fitness
Challenge
•Group Swim Lessons
•Nottingham Lake Ice Rink
•Open 37 days
•17 inches of ice
•Average 15 users daily
RECREATION DEPARTMENT UPDATE
2024 | 2025
Health & Recreation Committee Meeting
March 11, 2025
Month Avg Daily
Visits
Total Monthly
Visits
Admissions
Revenue
January 632 | 660 19,592 | 20,490 $119,177 | $120,067
February 643 | 624 18,647 | 17,477 $107,215 | $113,049
March 608 18,848 $112,942
April 519 15,598 $84,359
May 246 7,620 $56,773
June 484 14,529 $100,596
July 530 16,445 $112,473
August 517 16,057 $97,528
September 416 12,484 $74,877
October 415 12,885 $76,742
November 510 15,327 $237,282
December 567 17,581 $187,897
RECREATION DEPARTMENT UPDATE
Health & Recreation Committee Meeting
March 11, 2025
•Welcome Programs
Coordinator, Kami!
•Hiring for Aquatics
Coordinator
•Summer programs released –
March 14
•New program: Kids Nerf Night
Out
•Babysitter certification class
RECREATION DEPARTMENT UPDATE
Health & Recreation Committee Meeting
March 11, 2025
•Spring “All-Staff” Training
•Facility closure
•Fitness area - May 3-9
•Aquatics area -May 3-18
•Projects: east studio
remodel, break room
remodel, painting, annual
pool maintenance
RECREATION DEPARTMENT UPDATE
Health & Recreation Committee Meeting
March 11, 2025
•Recreation Center Survey
open through April 20, 2025
•Access the survey HERE
•View Rec Center Project Page
HERE
THANK YOU!
Health & Recreation Committee Meeting
March 11, 2025
970-748-4446 mlabagh@avon.org
TO: Honorable Mayor Underwood and Council members FROM: Michael Labagh, Recreation Director
RE: Ice Skating Recap
DATE: March 5, 2025
SUMMARY: This report provides a review of the 2024-2025 ice skating operations on Harry A. Nottingham
Lake. No action by Council is requested.
BACKGROUND: After an extended hiatus, the Town reintroduced ice skating on Nottingham Lake during
the winter of 2020-2021, providing 59 days of rink operation. Ice operations did not occur during the winter
of 2021-2022 due to challenging weather and staff shortages. Ice skating returned to Nottingham Lake for
52 days of operation in the 2022-2023 season and for 17 days of operation in the 2023-2024 season.
Recreation Department staff provide skate rentals and concessions housed out of the Metcalf Cabin and
the Public Operations staff manage the maintenance of the ice rink.
ANALYSIS: Each ice season, Staff are faced with challenging weather including heavy snow and
fluctuating temperatures that can compromise the ice sheet. Recreation and Public Operations Staff work
together to offer a safe and high-quality ice skating operation on Nottingham Lake.
Maintenance: Public Operations staff were able to access the ice sheet on December 15, 2024 to begin
performing maintenance. This season, staff reported an average ice depth of 17 inches across the rink
area and at times up to 20 inches of black ice. Staff cleared snow from the ice sheet as soon as possible
and flooded the rink at night frequently to maintain and improve the ice depth and surface.
Operations: Staff were able to provide an expanded ice sheet that extended to the terrace. The west side
of the rink included two “box hockey” goals while the east side of the rink was designated for general use.
The ice rink was open daily from 4:00 - 8:00 p.m. and saw 37 days of operation between December 26,
2024 and February 13, 2025. On a few occasions, the ice rink had a delayed opening to allow the rink to
refreeze after warm temperatures during the day created a softer surface.
For the second year, the Recreation Department staff opted to adjust operating hours to seven days a
week, Sunday through Saturday, 4:00 – 8:00 p.m. This change proved to be successful and allowed for
improved maintenance of the ice along with a manageable staff schedule.
Rink Usage: The ice rink recorded an average of 15 users per day and the total daily attendance
fluctuated between 5 and 45 users. Several consistent users utilized their own equipment, but Recreation
Department staff also sold 137 skate rentals throughout the season. All ice rink users are required to sign
a liability waiver once per season. Staff continue to see success collecting liability waivers digitally. There
were 113 digital waivers completed this season.
Ice Drop-In Sports programs, including 3 vs. 3 hockey, broomball and tea kettle curling, were added to the
ice rink offerings this year. Although participation was low, community excitement was noted for the first
attempt at bringing these programs back into the Recreation Department’s offerings.
CONSIDERATIONS: The ice rink team is always looking to improve operations and enhance the
community’s experience. Staff have identified several opportunities to achieve this goal.
Staffing: The Public Operations Division was fully staffed during this year’s ice season which made a
significant difference with maintaining the quality of the ice surface. Public Operations Staff schedules
were also adjusted to optimize available resources for ice rink maintenance and other winter
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responsibilities. To assist with staffing, hiring or contracting a full-time seasonal Ice Rink Attendant may be
beneficial. This would improve operational efficiency since during a snowstorm, all available Public Works
Operators are plowing the roads and sidewalks prior to attending to the ice. The longer staff allow snow to
sit on the ice, the worse the ice surface becomes. Staff will consider this as an option when planning for
the 2026 budget.
Programming: Programming the ice rink is challenging due to the variability with the weather and
fluctuations in the condition of the ice. Staff will improve the program planning process and look to increase
marketing efforts moving into the 2025-2026 ice season. Staff are also researching new equipment and
supplies that will enhance ice programming and improve the overall user experience.
Equipment: Staff will research options for an ice resurfacing machine and/or vehicle which will improve
the safety and quality of the ice surface. Although the rink is flooded as often as possible, the natural ice
surface remains rough and difficult for the average user to skate on.
Thank you, Michael
ATTACHMENT A – Ice Rink Photos
ATTACHMENT B – Ice Rink Program Flyer
ATTACHMENT A
Cost: $6
6:00-8:00 p.m.
DROP-IN
ICE
SPORTS
LOCATION: nOTTINGHAM
lAKE, METCALF cABIN
Pond Hockey
Thursdays
Jan 9,16,23,30,Feb 6,13,20
Broomball
Tuesdays
Jan 14,28 and Feb 11
Tea Kettle Curling
Tuesdays
Jan 21, Feb 4, 18
ATTACHMENT B
970.748.4446 mlabagh@avon.org
TO: Honorable Mayor Underwood and Council members FROM: Michael Labagh, Recreation Director
RE: Recreation Center Refurbishment and Expansion
DATE: March 3, 2025
SUMMARY: This report presents to Council an overview of existing conditions of our 30-year-old
recreation facility, options for refurbishment, and options for expansion to meet current and future
demands. Patronage at the Recreation Center has steadily increased as Avon has grown and has
increased dramatically over the last five years. The number of users is now exceeding capacity during
peak times, which diminishes the quality of the experience and function. Included in this report is a history
of the Recreation Center, overview of previous efforts to expand the facility, and a summary of the 2024
Town-wide Facility Condition Assessment.
This report also includes an introduction to financing options for refurbishment and potential expansion.
The costs for any options beyond the bare minimum to maintain the existing building would significantly
impact the Capital Improvements Fund and/or the General Fund reserves. This initial work session is only
intended to introduce the current status of the facility, information on facility capacity and demands, and
potential options for financing refurbishment and expansion. Staff expects and recommends referral of this
information to the Health and Recreation Committee and Finance Committee for their review and
recommendations. Staff proposes to proceed with an open and inclusive process to review the Avon
Recreation Center through late winter and spring to help Council evaluate options by this summer and to
integrate any direction into the 2026 budget process.
BACKGROUND: The Recreation Center sits within Tract G, which at its inception, was to
be the focal point of the Town of Avon and was platted to be a mixture of functional greenspace
surrounding a lake with various recreational and civic facilities. Harry A. Nottingham Park and the Civic
Center area with the Town Hall, Recreation Center, Library and Fire Station were all planned and
contemplated in the original plat before Avon was incorporated as a Town.
The Recreation Center was built in 1995 and was constructed for a cost of $6 million. In 1993, the Town
received voter approval to issue general obligation bonds or sales tax revenue bonds in the amount of
$3,900,000 to construct the Recreation Center. The Town also used the 2% real estate transfer tax to fund
this capital project.
The Avon Recreation Center is a heavily used facility serving Avon’s year-round and seasonal residents.
The Recreation Center is approximately 40,000 square feet including a weight room, cardio area, functional
training space, locker rooms, multi-use fitness studio, steam room, sauna, lobby, staff offices and aquatics
area including a hot tub, 5-lane lap swimming pool, diving well with a climbing wall and diving board, leisure
pools with spray features and waterslide. The Recreation Center also offers a variety of fitness, wellness
and aquatic programs for all ages and user groups in the community.
The Recreation Center has a year-round and seasonal regional impact, serving all of Eagle County full-time
and part-time residents. For example, in 2024, 46% of Adult Memberships (Ages 21-59) sold, accounted
for Non- Avon Residents. The Avon Recreation Center has been consistently nominated and a finalist in
the Vail Daily’s “Best of Vail Valley” in the categories for Workout Spot, Kids Party Venue and Family
Entertainment. Although Avon’s population has grown significantly since the facility opened in 1995, only
minor facility renovations have been prioritized over the course of its 30 years in operation.
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History of notable Recreation Center facility improvements:
• 1995: Recreation Center built and financed general obligation bond
• 2008: Facility expansion to add lobby area, multi-use studio and office space
• 2014: Locker room refresh with new paint and fixtures
• 2015: Bouldering wall installation
• 2019: Weight room and multi-use studio remodel
• 2021: Locker room remodel and pool replastering
• 2023: Steam Room and Sauna remodel, Building Automation System upgrade
• 2024: Partial facility plumbing repairs, LED light conversion
• 2025: Break room and office remodel to be completed in Spring or Fall
Recent Recreation Center Facility Improvement Initiatives:
• November 2013: Proposed mill-levy extension to support the expansion of the Recreation Center
narrowly fails, 404 YES to 440 NO.
• August 2014: Staff prepare Resolution 14-20 to refer a ballot question for Recreation Expansion &
Refurbishment and associated Surface Parking. The Town Council was not in favor of the ballot
question and no action was taken.
• June 2019: Recreation Center Expansion presentation at Town Council Retreat
• July 2019: Ad Hoc Health and Recreation Committee established by Resolution 19-16 for the
partial purpose of researching recreation center remodel and/or expansion options.
• May 2022 – August 2023: La Zona Design Concepts Initiative with Barker Rinker Seacat (BRS)
Architecture
• December 2022: Water Technology Inc. Aquatic Area Evaluation completed
• September 2023: Recreation Center amended design concept option presented and effort paused
• January 2024: Pool Deck and Plumbing repair approved as 2024 capital improvement project. Staff
prioritize obtaining updated cost estimates for aquatic area updates to maximize the anticipated
extended facility closure (projected at 12-16 weeks).
• February 2024: Health and Recreation Committee established as a permanent Town advisory
board by Resolution 24-05.
• May - August 2024: Design-Build Project Scope and Budget Analysis conducted by Town Staff and
contractor, A.D. Miller.
• September 2024: Pool deck refurbishment project and other facility improvement efforts paused.
Plan set to address Town Council in Quarter 1 of 2025.
MINIMUM REFURBISHMENT: The minimum work that is needed to refurbish the facility is identified in
Attachment A - Facility Condition Assessment (FCA) – Recreation Center Summary and Attachment B -
A.D. Miller Design Proposal Scope and Budget Analysis. The recommendations made in the Facility
Condition Assessment would return the Recreation Center to an acceptable condition while the proposal
from A.D. Miller includes Aquatics area updates that meet best practices and/or industry standards.
Work items in each report include: repair of facility roof, windows and building exterior, replacement of
water slide flume and stair structure, pool deck concrete, pool deck drains, pool coping, plumbing, HVAC,
pool mechanical electrical infrastructure, pool pumps and sanitation and filtration systems. Update leisure
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and slide pools entries to ensure ADA compliance. Repair hot tub plumbing and pool shell once pool deck
concrete is demolished.
Estimated cost: $3 – $3.5 million
AQUATICS UPGRADES: Options for Aquatics area upgrades include several items to optimize the
existing space, improve water quality and enhance user experience. Options include:
(1) Retrofit gutters to existing 5-lane lap swimming pool (est. $842,789),
(2) addition of 6th lap swimming lane with retrofitted gutters (est. $1,714,387),
(3) addition of water features for slide/lazy river and diving well (est. $150,000 - $200,000),
(4) redesign of waterslide path and structure (Cost TBD) and
(5) reconstruct hot tub in existing location ($600,000).
Estimated cost: $2.5 – $3 million
A conceptual drawing of the addition of lap pool gutters with a 6th lane is shown below in Figure A. Full
concept details are shown in Attachment D.
Figure A
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AQUATICS EXPANSION: Options for an Aquatics area expansion includes several items to optimize the
existing space and enhance user experience. Options include:
(1) Enclose patio to expand pool deck area ($395,000 - $795,000),
(2) expand pool deck to west and build garage doors opening to new patio area ($260,000),
(3) build new hot tub ($2.3 million),
(4) build 8-lane competition pool to the west ($20 million), shown in Figure B below. Construction of a
competition pool would only occur with a mill levy/general obligation bond and significant donor
funds.
Estimated cost for new upgraded hot tubs: $2.3 million
Estimated cost for 8 lane competition expansion: $20 million
Figure B
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FITNESS AREA EXPANSION: From the La Zona Design Concepts initiative, staff proposed an amended
Recreation Center expansion (shown in Figure C below) to increase the fitness areas in the facility. This
option would move the weight room to the first floor and expand the cardio and functional training space on
the second floor. The existing weight room and functional training room would be repurposed into a multi-
use fitness studio. This option allows for future expansion to the west and does not impact existing parking
or create the need to add more restrooms or adjust emergency egress requirements.
Estimated cost: $7.7 million
Figure C
PARKING STRUCTURE: The potential for a Recreation Center expansion, potential use(s) at the old Fire
Station site, and future increases in park use and special events will bring more parking demand to the
area. A parking structure adjacent to the Recreation Center was initially identified as a suitable location in
2006, planning to accommodate increased demands in the West Town Center area. The West Town
Center plan anticipates a substantial increase in retail and commercial uses in addition to the existing
lodging and municipal services. The police and fire departments moved from this area upon constructing
the joint public safety facility on the Buck Creek property.
In 2023, Staff engaged Walker Parking Consultants to examine the existing surface parking lot on the east
side of the Recreation Center to establish the feasibility of an above-ground, multi-level structure. Two
scenarios were studied, with both findings preserving Mikaela Way and existing access points. The more
efficient parking arrangement of the two studies, Option 2, yields 306 parking spaces in the structure. This
scenario is shown in Figure D and represents an increase of 170 total parking spaces and assumes that all
existing surface-parking spots on the east side of the Recreation Center, the west side of the Recreation
Center, and behind the Library would be lost in the future, as is identified in the La Zona design concepts.
Staff plan to revisit options in this area and will explore a larger parking structure overlapping Mikaela Way
and portion of Town Hall parking lot.
Page 6 of 9
Estimated cost: $15-$20 million
Figure D
CAPACITY: The Recreation Center continues to see a significant increase in facility usage and program
participation within the last few years. The Recreation Department saw near record high admissions
revenue and facility visitation in 2024. The facility averaged 507 daily visitors in 2024 compared to a
previous average visit records of 508 in 2023 and 454 in 2022. A chart showing average daily visitation to
the recreation center is shown below in Figure F. Current Recreation Department programs/classes are
conducted in limited, multi-use rooms, which limit the potential for new program opportunities. During peak
use facility hours (6:00 – 8:00 a.m. and 5:00 – 9:00 p.m.), the fitness areas are often overcrowded, making
it difficult for patrons to complete a workout. Staff are required to limit admission into the fitness and
aquatic areas to ensure safe and comfortable capacities in each area.
The Town sponsored Avon Swim Club, a USA Swimming competition team, has doubled in size in its eight-
year tenure. The availability of the lap swimming lanes is limited for public use in the evening between 4:00
– 7:00 p.m. when the swim team and swim lesson programming occur. The Community Swim Program
has outgrown the facility’s 5-lane, 25-yard lap pool and is limited to the amount of growth that can be
achieved. The Recreation Department continues to focus efforts on expanding operating hours, optimizing
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existing facility space and program schedules but has essentially reached its maximum capacity in its
facility and program offerings. Beginning in January 2023, the Recreation Center expanded its operating
hours on Sundays from 12:00 to 7:00 p.m. to 10:00 a.m. to 8:00 p.m. Staff will propose further expansion
of facility operating hours in the 2026 budget.
Figure F
FUTURE GROWTH OF AVON: Tract G and the civic facilities (namely the Recreation Center) were
planned at a time when the full buildout of the community was not fully realized. For example, the
Wildridge, Mountain Star, and Riverfront subdivisions have matured. The Village (at Avon) Planned Unit
Development includes entitlements for an additional 1,800 dwelling units and 470,000 square feet of
commercial space, which can consist of hotel development.
Low-density developments in West Avon and East Avon are planned and zoned for high-density mixed-
use, which could result in as many as 1,800 residential units in the Town Core. Staff projects that the
Town’s fulltime population and accommodations bed base may increase by 40%-50% over the next 20-30
years. Increased demand and usage for parks and recreation would correlate with this expectation.
FINANCIAL CONSIDERATIONS: Refurbishment and/or expansion of the Recreation Center will cause a
significant impact to general operations and revenue. Staff expect to work with future contractors to create
a phased plan for completion. Proper construction sequencing will allow partial facility access for public
use and will ensure the Town continues to receive a percentage of its typical revenue generated from the
Recreation Center’s admissions, programs and facility rentals.
374.46
411.56 400.53 384.1
275.4
310.53
346.96
292.86 289.46 292.73 321.36
355.8
424.93
469.36
397.75
0 0
108.9
185.6 154.4
203.53 175.5 193.56 206.23228.33 241.2 240.8 215.2 192.33 203.53
307.8 317.2
276.53 249.2 260.04
350.41
437
528 531
455 423
461 487 488
425
308
448 459
556 580
625
491
407
525 524 513
450
356
520 550
632 643
608
519
246
484
530 517
416 415
510
567
660
624
0
100
200
300
400
500
600
700
AVON RECREATION CENTER AVERAGE DAILY VISITATION
2019 2020 2021 2022 2023 2024 2025
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The Town will work with our grant team, Sustainable Strategies DC, to determine all grant funding that may
be available for all or parts of the proposed efforts.
Estimated Costs:
Financing Option: Staff requested Piper Sandler to provide a Certificate of Participation (COP) scenario
for generating $10 million in net proceeds to the Town and repaid over a 20-year financing period. Piper
Sandler is a national leader in underwriting and distributing bonds for state and local governments. The
scenario showed the average annual debt service would be $792,679 with an interest rate of 4.47%.
This debt service payment would be paid by the Debt Service Fund and funded by the Capital Projects
Fund (CIP) as a transfer out. Currently the Capital Projects Fund is funding $1,154,580 in debt service
payments annually. The CIP Fund will start to see debt relief starting in 2030 when the Series 2014B is
paid in full. Series 2014B averages $320,000 annually and were purchased for street improvements. In
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2031, Series 2020 for the Fleet Maintenance and Regional Transit Facility will mature, thus saving
$385,000 annually. Finally, in 2035, the Series 2016 for the joint Avon public safety facility will be paid
down. The average annual payment for the Series 2016 is $445,000.
The Town also has the option of asking the voters to approve a mill levy increase. The 2024 Net Assessed
Value for the Town totals $323,774,170. An increase of 2 mills to Town’s current 8.956 mill levy would
generate an additional $647,548 per for the Recreation Centers refurbishment.
NEXT STEPS: Staff intends to present this information to the Health and Recreation Committee, Finance
Committee before returning to the Council for an additional work session. Additional discussion can be
scheduled, per Council’s direction.
1. Review facility improvements with Health and Recreation Committee – March 11, 2025 and May
20, 2025
2. Review financial considerations with Finance Committee – May 5, 2025
3. Work Session with Town Council – June 10, 2025
4. Review 2026 Proposed Budget and Capital Improvements Plan – Fall 2025
TOWN MANAGER COMMENTS: This is clearly a lot of information with very large expenses. First, Avon
cannot afford the parking structure or the 8-lane competition pool, so $35M to $40M in estimate cost for
these two improvements is NOT proposed at this time. Second, the estimated cost numbers are very
rough. This work session is intended to introduce the cost estimates and some initial ideas on financing.
Avon could afford to issue a bond for the Minimum Refurbishment of the aquatics area and expansion of
the cardio/circuits/weights area, which I believe is the highest priority simply to continue the aquatics area
and meet current demands for use of the recreation center. Additional improvements to the aquatics area
should be considered due to the required closure for any construction and remodeling. I also recommend
that consideration is provided that this refurbishment would be intended to upgrade and refresh the
recreation center for the next 25-30 years.
I am recommending that we at least progress to the point for the 2026 CIP budget that we are identifying
the desired refurbishments, upgrades and expansion in order to budget for design work and determine
better cost estimates for various work. Refurbishment and upgrades to the aquatics area could be phased
separately from expansion of the cardio/circuit/weights area. Design work will likely be in the $300K to $1M
cost depending on the scope of designed refurbishments, upgrades and expansion. Lastly, there is
potential to expand the concept design of the parking structure to overlay Mikaela Way and the Town Hall
parking area in order to provide more parking spaces, which I recommend considering.
Thank you, Michael
ATTACHMENT A: Facility Condition Assessment – Recreation Center Summary – September 2024
ATTACHMENT B: La Zona Recreation Center Design Concept – August 2023
ATTACHMENT C: Water Technology, Inc. Aquatics Facility Evaluation – December 2022
ATTACHMENT D: A.D. Miller Design Proposal, Scope & Budget Analysis – August 2024
Facility Condition Assessment
Prepared For: Town of Avon
Project No. F6236069
September 18, 2024
Terracon Consultants Inc.
10625 W I-70 Frontage Rd N., Ste 3
Wheat Ridge, Colorado 80033
ATTACHMENT A
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
2 | P a g e
September 18, 2024
Dear Mr. Tapia:
Terracon Consultants, Inc. (Terracon) appreciates the opportunity to present this report for the Facility
Condition Assessment project. This work was performed in general accordance with the scope of services
outlined in the Terracon Proposal number PF62236069 dated May 25, 2023.
Terracon provides professional consulting services through our nationwide network of offices covering four
related disciplines that include: Environmental, Facilities, Geotechnical and Materials . For more detailed
please visit our web site at http://www.terracon.com. If you have any
questions concerning this Report, or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants
Chloe L. Javaheri, PE
Project Engineer
Facilities Services
Doug R. Baum, PE
National Director of Facility Asset Management
Facilities Services
Mr. Luis Tapia
Town of Avon
100 Mikaela Way
Avon, Colorado 81620
Telephone: (970) 748-4058
E-mail: LTapia@avon.org
RE: Facility Condition Assessment
Town of Avon FCA
Terracon Project No. F6236069
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
3 | P a g e
Table of Contents
1.0 Executive Summary ...................................................................................................... 4
1.1 Asset List: ................................................................................................................... 5
1.2 Requirement Costs by Year .......................................................................................... 6
1.3 Forecast Analysis ........................................................................................................... 6
Findings & Recommendations ................................................................................... 7
2.1. Annual Requirement Estimates per Asset .................................................................. 7
2.2. Annual Requirement Estimate Summary Tables...................................................... 10
2.3. Budget Scenario Utilized for Forecasting Analysis.................................................. 13
3.0 Assessment Methodology ........................................................................................14
4.0 Appendix ....................................................................................................................19
APPENDIX CONTENTS
A - Asset Location Map
B - Assets Ranked by FCI
C Detailed Asset Report
D - Asset Narratives Report
E - Detailed Inventory Report
F - Detailed Work Item Report
G - Glossary of Terms
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
4 | P a g e
1.0 Executive Summary
Understanding the Portfolio Summary
In this section reference the example below while reviewing the Portfolio Summary. This can be used to better
understand the Portfolio Summary found on the next page of this report.
1 Details This section includes high level statistics for the data included in the scope portfolio or property. It
includes the total number of both building and site assets, the total area of building assets in Gross Square
Feet (GSF). In addition, there is a count of the total Inventory and Work Item records collected for the assets
in the portfolio or property. The section includes the Total Replacement Value for all assets in the portfolio or
property as well as the total Current Work Item Value for all estimated work. Finally, it includes a Portfolio
Facility Condition Index (FCI) calculated by the Current Work Item Value ÷ Total Replacement Value. The
Portfolio FCI is calculated by dividing the Total Replacement Value by the Current Work Item Value. The FCI
section includes an overall rating description of good, fair, or poor. This rating is based on the Portfolio FCI.
General industry guidelines for overall condition based on FCI are 0-5% Good, 5.01 to 10% Fair, and greater
than 10% Poor.
2 Costs. The Costs section of the summary details the total cost of all Work Items categorized by Preventative
Maintenance, Work Items, and Energy & Component Renewal at ESL. The total of these three categories makes
up the Current Work Item Value found in the Details section of the summary report. The Capital Renewal value
is the inflated total to renew all forecasted capital renewals over the scope period.
3 Asset List This section provides an overview of assets included in the Scope of work and pertinent asset
information.
4 Requirements by Year This section provides a chart displaying an annual breakdown of all costs by year for
the scope period.
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
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Po
r
t
f
o
l
i
o
De
t
a
i
l
s
Area Inventory / Work Item Total Replacement Value
(2023)
Total Work Item
(2024) FCI
160,793
GSF
1,126 / 52
(Record Counts)
$41,303,077
($256.87/SF)
$2,025,624
($12.60/SF)
0.049
(Good)
Po
r
t
f
o
l
i
o
Co
s
t
s
(2
0
2
4
-
20
3
3
)
Preventative Maintenance
Deficiency
Repairs/Replacements
(Work Items)
Capital Renewal (ESL) Total
$2,451,300 $2,025,624 $7,827,751 $12,304,675
$15.25/ SF $12.60/SF $48.68/ SF
1.1 Asset List:
Asset # Asset Name Size Floors Yr. Built Address Ownership
11 Site - 90 Lake Street 2.45 AC NA 1994 90 Lake Street Owned
111 37,596 SF 3 1994 90 Lake Street Owned
112 1,350 SF 1 2010 90 Lake Street Owned
12 Site - 100 Mikaela Way 1.19 AC NA 1994 100 Mikaela Way Owned
121 Avon Town Hall 16,273 SF 3 2003 100 Mikaela Way Owned
13 Site - 500 Swift Gulch Rd 2.15 AC
NA 2012 500 Swift Gulch Rd Owned
131 43,052 SF 2 2012 500 Swift Gulch Rd Owned
14 Site - 502 Swift Gulch Rd 2.28 AC NA 1998 502 Swift Gulch Rd Owned
141 23,803 SF 2 1998 502 Swift Gulch Rd Owned
15 Site - 60 Buck Creek Rd 1.20 AC NA 2016 60 Buck Creek Rd Owned
151 Public Safety Facility (Police Dept) 13,693 SF 3 2016 60 Buck Creek Rd Owned
16 Site - 200 Benchmark Rd 0.19 AC NA 1980 200 Benchmark Rd Owned
161 Public Operations Parks Garage 2,800 SF 1 1980 200 Benchmark Rd Owned
17 Site - 1 Lake Street 3.78 AC NA 1985 1 Lake Street Owned
171 Performance Pavilion 12,487 SF 2 2015 1 Lake Street Owned
172 Park Bathroom Structure 880 SF 1 1985 1 Lake Street Owned
18 Site - 950 West Beaver 0.04 AC NA 2010 950 West Beaver Creek Rd Owned
181 Wastewater Treatment CUP 912 SF 1 2010 950 West Beaver Creek Rd Owned
19 Site - 371 Nottingham Rd 0.02 AC NA 1980 371 Nottingham Rd Unit 1A N/A
191 EHUs Sherwood Meadows 1,352 SF 3 1980 371 Nottingham Rd Unit 1A Owned
20 Site - 511 Metcalf Rd 0.02 AC NA 2023 511 Metcalf Rd Unit N/A
201 EHUs Metcalf Lofts 935 SF 1 2023 511 Metcalf Rd Unit Owned
21 Site - 0.17 AC NA 1982 2110 Saddle Ridge Loop Owned
211 EHUs Wildridge Old Fire Station 3,360 SF 2 1982 2110 Saddle Ridge Loop Owned
22 Site - 1091 W Wildwood Rd 0.21 AC NA 1980 1091 W Wildwood Rd Owned
221 Public Operations Annex Bldg/Parking Garage 2,300 SF 1 1980 1091 W Wildwood Rd Owned
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1.2 Requirement Costs by Year
1.3 Forecast Analysis
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Findings & Recommendations
2.1 Annual Requirement Estimates per Asset: Information presented in the table below may represent different overall totals than the totals shown in tables in Section 2.2
due to rounding to the nearest whole number.
Sum of Cost At Requirement Year Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Grand Total 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
Avon Recreation Center $1,552,642 $45,818 $119,234 $50,513 $398,766 $98,025 $218,235 $705,624 $818,504 $128,056 $4,135,417
Inventory Recap $0 $0 $71,124 $0 $345,724 $42,332 $159,758 $644,224 $754,033 $60,361 $2,077,556
Preventative Maintenance $43,637 $45,818 $48,110 $50,513 $53,042 $55,693 $58,477 $61,400 $64,471 $67,695 $548,856
Work Item $1,509,005 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,509,005
Avon Regional Transportation Center $60,251 $45,422 $185,641 $50,076 $52,580 $55,209 $57,970 $60,867 $82,897 $1,743,616 $2,394,529
Inventory Recap $0 $0 $137,950 $0 $0 $0 $0 $0 $18,984 $1,676,509 $1,833,443
Preventative Maintenance $43,258 $45,422 $47,691 $50,076 $52,580 $55,209 $57,970 $60,867 $63,913 $67,107 $544,093
Work Item $16,993 $0 $0 $0 $0 $0 $0 $0 $0 $0 $16,993
Avon Town Hall $13,366 $14,033 $14,735 $15,471 $16,245 $74,375 $238,401 $18,806 $70,276 $249,279 $724,987
Inventory Recap $0 $0 $0 $0 $0 $57,317 $220,491 $0 $50,530 $228,544 $556,882
Preventative Maintenance $13,366 $14,033 $14,735 $15,471 $16,245 $17,058 $17,910 $18,806 $19,746 $20,735 $168,105
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
EHUs Metcalf Lofts $5,610 $670 $701 $738 $775 $814 $4,007 $896 $943 $8,583 $23,737
Inventory Recap $0 $0 $0 $0 $0 $0 $3,153 $0 $0 $7,595 $10,748
Preventative Maintenance $637 $670 $701 $738 $775 $814 $854 $896 $943 $988 $8,016
Work Item $4,973 $0 $0 $0 $0 $0 $0 $0 $0 $0 $4,973
EHUs Sherwood Meadows $7,595 $921 $10,945 $1,015 $3,021 $1,119 $8,474 $25,453 $1,295 $33,649 $93,487
Inventory Recap $0 $0 $9,979 $0 $1,956 $0 $7,300 $24,220 $0 $32,289 $75,744
Preventative Maintenance $876 $921 $966 $1,015 $1,065 $1,119 $1,174 $1,233 $1,295 $1,360 $11,024
Work Item $6,719 $0 $0 $0 $0 $0 $0 $0 $0 $0 $6,719
EHUs Wildridge Old Fire Station $2,392 $29,593 $2,637 $6,341 $20,233 $3,053 $25,810 $49,454 $3,534 $111,337 $254,384
Inventory Recap $0 $27,081 $0 $3,572 $17,325 $0 $22,605 $46,088 $0 $107,625 $224,296
Preventative Maintenance $2,392 $2,512 $2,637 $2,769 $2,908 $3,053 $3,205 $3,366 $3,534 $3,712 $30,088
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Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Fleet Maintenance Facility $342,001 $30,366 $31,882 $33,477 $228,342 $38,859 $635,874 $790,529 $197,535 $44,864 $2,373,729
Inventory Recap $0 $0 $0 $0 $193,190 $1,950 $597,121 $749,837 $154,808 $0 $1,696,906
Preventative Maintenance $28,921 $30,366 $31,882 $33,477 $35,152 $36,909 $38,753 $40,692 $42,727 $44,864 $363,743
Work Item $313,080 $0 $0 $0 $0 $0 $0 $0 $0 $0 $313,080
Park Bathroom Structure $2,137 $2,242 $2,612 $2,474 $9,539 $2,727 $10,489 $115,775 $3,156 $24,106 $175,257
Inventory Recap $0 $0 $257 $0 $6,942 $0 $7,625 $112,770 $0 $20,792 $148,386
Preventative Maintenance $2,137 $2,242 $2,355 $2,474 $2,597 $2,727 $2,864 $3,005 $3,156 $3,314 $26,871
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Performance Pavilion $15,213 $7,774 $9,248 $8,571 $9,000 $9,450 $9,923 $10,418 $10,940 $80,249 $170,786
Inventory Recap $0 $0 $1,085 $0 $0 $0 $0 $0 $0 $68,762 $69,847
Preventative Maintenance $7,405 $7,774 $8,163 $8,571 $9,000 $9,450 $9,923 $10,418 $10,940 $11,487 $93,131
Work Item $7,808 $0 $0 $0 $0 $0 $0 $0 $0 $0 $7,808
Public Operations Annex Bldg/Parking Garage $964 $1,011 $4,017 $1,116 $10,506 $16,857 $25,878 $7,104 $1,423 $57,776 $126,652
Inventory Recap $0 $0 $2,955 $0 $9,335 $15,628 $24,587 $5,749 $0 $56,282 $114,536
Preventative Maintenance $964 $1,011 $1,062 $1,116 $1,171 $1,229 $1,291 $1,355 $1,423 $1,494 $12,116
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Public Operations Parks Garage $51,647 $2,422 $6,850 $2,670 $13,868 $15,367 $5,350 $31,253 $21,619 $78,434 $229,480
Inventory Recap $0 $0 $4,307 $0 $11,064 $12,422 $2,258 $28,007 $18,211 $74,856 $151,125
Preventative Maintenance $2,306 $2,422 $2,543 $2,670 $2,804 $2,945 $3,092 $3,246 $3,408 $3,578 $29,014
Work Item $49,341 $0 $0 $0 $0 $0 $0 $0 $0 $0 $49,341
Public Safety Facility (Police Dept) $27,001 $16,668 $65,034 $18,378 $19,296 $20,261 $48,994 $22,338 $23,454 $76,949 $338,373
Inventory Recap $0 $0 $47,533 $0 $0 $0 $27,720 $0 $0 $52,320 $127,573
Preventative Maintenance $15,875 $16,668 $17,501 $18,378 $19,296 $20,261 $21,274 $22,338 $23,454 $24,629 $199,674
Work Item $11,126 $0 $0 $0 $0 $0 $0 $0 $0 $0 $11,126
Recreation CUP $30,348 $5,101 $7,091 $5,625 $5,906 $6,201 $6,512 $6,836 $7,179 $73,453 $154,252
Inventory Recap $0 $0 $1,734 $0 $0 $0 $0 $0 $0 $65,916 $67,650
Preventative Maintenance $4,859 $5,101 $5,357 $5,625 $5,906 $6,201 $6,512 $6,836 $7,179 $7,537 $61,113
Work Item $25,489 $0 $0 $0 $0 $0 $0 $0 $0 $0 $25,489
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Site - 1 Lake Street $2,779 $2,918 $3,064 $3,217 $3,378 $3,547 $3,724 $3,911 $4,106 $4,312 $34,956
Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $2,779 $2,918 $3,064 $3,217 $3,378 $3,547 $3,724 $3,911 $4,106 $4,312 $34,956
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 100 Mikaela Way $1,848 $1,940 $2,038 $2,139 $2,246 $2,359 $2,476 $2,600 $2,730 $2,866 $23,242
Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $1,848 $1,940 $2,038 $2,139 $2,246 $2,359 $2,476 $2,600 $2,730 $2,866 $23,242
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 1091 W Wildwood Rd $44,941 $442 $465 $488 $512 $538 $7,109 $593 $623 $654 $56,365
Inventory Recap $0 $0 $0 $0 $0 $0 $6,544 $0 $0 $0 $6,544
Preventative Maintenance $421 $442 $465 $488 $512 $538 $565 $593 $623 $654 $5,301
Work Item $44,520 $0 $0 $0 $0 $0 $0 $0 $0 $0 $44,520
Site - 200 Benchmark Rd $132 $138 $145 $153 $160 $168 $6,575 $10,043 $194 $205 $17,913
Inventory Recap $0 $0 $0 $0 $0 $0 $6,398 $9,858 $0 $0 $16,256
Preventative Maintenance $132 $138 $145 $153 $160 $168 $177 $185 $194 $205 $1,657
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 2110 Saddle Ridge Loop $3,904 $214 $224 $235 $247 $260 $3,546 $286 $301 $316 $9,533
Inventory Recap $0 $0 $0 $0 $0 $0 $3,273 $0 $0 $0 $3,273
Preventative Maintenance $203 $214 $224 $235 $247 $260 $273 $286 $301 $316 $2,559
Work Item $3,701 $0 $0 $0 $0 $0 $0 $0 $0 $0 $3,701
Site - 500 Swift Gulch Rd $6,284 $6,599 $6,929 $7,275 $7,637 $8,020 $8,421 $8,842 $9,285 $9,749 $79,041
Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $6,284 $6,599 $6,929 $7,275 $7,637 $8,020 $8,421 $8,842 $9,285 $9,749 $79,041
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 502 Swift Gulch Rd $5,996 $6,296 $6,610 $6,940 $7,287 $7,652 $272,180 $9,715 $8,858 $9,301 $340,835
Inventory Recap $0 $0 $0 $0 $0 $0 $264,145 $1,278 $0 $0 $265,423
Preventative Maintenance $5,996 $6,296 $6,610 $6,940 $7,287 $7,652 $8,035 $8,437 $8,858 $9,301 $75,412
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 60 Buck Creek Rd $3,670 $3,854 $4,046 $4,249 $4,461 $4,684 $4,918 $5,165 $5,423 $5,694 $46,164
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Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $3,670 $3,854 $4,046 $4,249 $4,461 $4,684 $4,918 $5,165 $5,423 $5,694 $46,164
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Site - 90 Lake Street $35,841 $3,121 $3,278 $3,442 $3,614 $3,795 $3,985 $4,184 $4,393 $4,613 $70,266
Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $2,973 $3,121 $3,278 $3,442 $3,614 $3,795 $3,985 $4,184 $4,393 $4,613 $37,398
Work Item $32,868 $0 $0 $0 $0 $0 $0 $0 $0 $0 $32,868
Site - 950 West Beaver $97 $102 $107 $112 $118 $124 $130 $136 $143 $150 $1,219
Inventory Recap $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $97 $102 $107 $112 $118 $124 $130 $136 $143 $150 $1,219
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Wastewater Treatment CUP $335,510 $4,049 $5,381 $4,464 $4,688 $4,922 $5,167 $5,426 $5,698 $54,752 $430,057
Inventory Recap $331,653 $0 $1,131 $0 $0 $0 $0 $0 $0 $48,771 $381,555
Preventative Maintenance $3,857 $4,049 $4,250 $4,464 $4,688 $4,922 $5,167 $5,426 $5,698 $5,981 $48,502
Work Item $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Grand Total $2,552,169 $231,714 $492,914 $229,179 $822,425 $378,386 $1,614,148 $1,896,254 $1,284,509 $2,802,963 $12,304,661
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2.2 Annual Requirement Estimates per Asset
Annual Requirement Estimates Summarized by Building System
Systems Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Grand Total 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
A10-Foundations $200,810 $0 $0 $0 $0 $0 $0 $0 $0 $0 $200,810
B10-Superstructure $25,489 $0 $0 $0 $0 $0 $0 $0 $0 $0 $25,489
B20-Exterior Enclosure $155,589 $31,408 $32,979 $34,628 $36,359 $38,177 $44,484 $42,090 $44,194 $204,787 $664,694
B30-Roofing $219,497 $9,349 $9,817 $10,308 $10,823 $84,309 $18,245 $55,413 $13,155 $13,813 $444,729
C10-Interior Construction $0 $0 $0 $0 $0 $0 $0 $0 $0 $67,691 $67,691
C20-Stairs $13,119 $0 $447 $0 $0 $0 $4,138 $0 $0 $22,687 $40,390
C30-Interior Finishes $10,935 $11,482 $214,008 $12,659 $119,686 $13,957 $203,468 $102,705 $16,156 $259,238 $964,295
D10-Conveying $10,112 $10,617 $54,820 $11,706 $129,815 $39,757 $215,849 $148,366 $14,940 $50,689 $686,671
D20-Plumbing $91,428 $42,658 $18,921 $17,174 $26,792 $18,934 $86,424 $599,300 $21,919 $94,945 $1,018,494
D30-HVAC $735,391 $44,524 $46,750 $52,660 $127,087 $83,971 $131,517 $630,014 $81,632 $922,460 $2,856,006
D40-Fire Protection $6,923 $7,270 $7,633 $8,015 $8,415 $8,836 $12,360 $121,404 $10,229 $15,723 $206,809
D50-Electrical $44,929 $35,730 $37,517 $39,393 $41,362 $43,430 $810,278 $132,135 $1,027,858 $58,052 $2,270,684
E10-Equipment $5,995 $6,295 $6,609 $6,940 $11,089 $7,651 $8,034 $8,435 $8,857 $984,678 $1,054,583
F10-Special Construction $928,920 $9,343 $39,231 $10,300 $284,330 $11,356 $11,924 $12,520 $13,146 $74,161 $1,395,230
G20-Site Improvements $100,549 $20,433 $21,454 $22,527 $23,653 $24,836 $60,434 $27,382 $28,751 $30,188 $360,207
G30-Site Mechanical Utilities $704 $740 $777 $816 $856 $899 $944 $13,996 $1,041 $1,093 $21,865
G40-Site Electrical Utilities $1,545 $1,622 $1,703 $1,788 $1,878 $1,971 $5,742 $2,174 $2,282 $2,396 $23,101
G90-Other Site Construction $233 $244 $257 $269 $283 $297 $312 $327 $344 $361 $2,927
Grand Total $2,552,167 $231,715 $492,922 $229,181 $822,428 $378,382 $1,614,153 $1,896,260 $1,284,505 $2,802,962 $12,304,675
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Work Item Estimates Summarized by Priority
Work item costs are inflated from current costs to year 2024 and costs will differ from the costs shown in the Detailed Work Item Report (Appendix F).
Priority Year 1
2024
1-Currently Critical $0
2-Potentially Critical $9,027
3-Necessary, Not Yet Critical $417,770
4-Recommended $378,395
5-Appearance $1,209,396
6-Does not Meet Current Codes/Standards $0
7-Life Safety $11,035
Grand Total $2,025,623
Annual Requirement Estimates Summarized by Category
Account Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Grand Total 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
Component Renewal at ESL $331,653 $27,081 $278,056 $3,572 $585,539 $129,649 $1,352,982 $1,622,031 $996,564 $2,500,625 $7,827,751
Deficiency Repairs/Replacements $2,025,624 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,025,624
Preventative Maintenance $194,890 $204,634 $214,866 $225,609 $236,889 $248,734 $261,171 $274,229 $287,941 $302,338 $2,451,300
Grand Total $2,552,167 $231,715 $492,922 $229,181 $822,428 $378,382 $1,614,153 $1,896,260 $1,284,505 $2,802,962 $12,304,675
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2.3 Budget Scenario Utilized for Forecasting Analysis
Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10
Grouping Account 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
Backlog (Start of Year) Deficiency Repairs/Replacements $2,025,623 $1,107,061 $0 $0 $0 $0 $0 $0 $0 $0
Requirements Component Renewal at ESL $331,653 $27,081 $617,345 $3,572 $585,539 $129,649 $1,352,982 $1,622,031 $996,564 $2,023,211
Preventative Maintenance $194,890 $204,634 $214,866 $225,609 $236,889 $248,734 $261,171 $274,229 $287,941 $302,338
Requirements Total $526,543 $231,715 $832,211 $229,181 $822,428 $378,382 $1,614,153 $1,896,260 $1,284,505 $2,325,549
Backlog + Requirements $2,552,166 $1,338,776 $832,211 $229,181 $822,428 $378,382 $1,614,153 $1,896,260 $1,284,505 $2,325,549
Budget Component Renewal at ESL $331,660 $27,090 $1,438,873 $3,575 $585,540 $129,650 $1,352,985 $1,625,035 $996,570 $2,024,639
Deficiency Repairs/Replacements $973,400 $1,343,265 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $194,900 $204,645 $214,877 $225,622 $236,903 $248,747 $261,185 $274,244 $287,957 $302,354
Budget Total $1,499,960 $1,575,000 $1,653,750 $229,197 $822,443 $378,397 $1,614,170 $1,899,279 $1,284,527 $2,326,993
Spending Component Renewal at ESL $331,653 $27,081 $617,345 $3,572 $585,539 $129,649 $1,352,982 $1,622,031 $996,564 $2,023,211
Deficiency Repairs/Replacements $971,279 $1,107,061 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $194,890 $204,634 $214,866 $225,609 $236,889 $248,734 $261,171 $274,229 $287,941 $302,338
Spending Total $1,497,822 $1,338,776 $832,211 $229,181 $822,428 $378,382 $1,614,153 $1,896,260 $1,284,505 $2,325,549
Variance (Budget minus Spending) Component Renewal at ESL $7 $9 $821,528 $3 $1 $1 $3 $3,004 $6 $1,428
Deficiency Repairs/Replacements $2,121 $236,204 $0 $0 $0 $0 $0 $0 $0 $0
Preventative Maintenance $10 $11 $11 $13 $13 $12 $14 $14 $15 $16
Variance (Budget minus Spending) Total $2,138 $236,224 $821,539 $16 $14 $14 $17 $3,018 $21 $1,444
Backlog (End of Year) Deficiency Repairs/Replacements $1,054,344 $0 $0 $0 $0 $0 $0 $0 $0 $0
FCI 0.0255 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total Replacement Value $41,303,077 $43,368,231 $45,536,642 $47,813,475 $50,204,148 $52,714,356 $55,350,073 $58,117,577 $61,023,456 $64,074,629
Spending as % of TRV 4% 3% 2% 0% 2% 1% 3% 3% 2% 4%
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3.0 Assessment Methodology
Terracon provided labor and materials to collect, analyze, and report facility data related to the in-scope assets.
These assets are listed in full in section 3.0 Asset Details. The table below Roles and Responsibilities contains
the names of individuals responsible for the collection, analysis, and reporting of facility data. The table also
includes which individuals were on-site and the dates on-site information was gathered.
Roles and Responsibilities
Name Role On-Site Dates
Chloe Javaheri Project Manager/Field Assessor August 28 30, 2023
Doug Baum Project Reviewer/Data Analyst Not on-site
Bill Faesenmeier Data Quality Manager Not on-site
Bryan Bennett Field Assessor August 28 September 1, 2023
Richard Hatt Field Assessor August 28 September 1, 2023
During data collection process individuals and escorts may have been consulted to provide clarification of
observed condition and provide information that could not otherwise be visually accessible or readily
apparent.
Terracon reviewed client-provided drawings and reports relevant to the scope of work these documents to
gain a better understanding of observed conditions. The Documents Reviewed table provides those
documents referenced and used in the collection of data for this scope of work.
Documents Reviewed
Document Name Description Year
Limited construction/space drawings Floor plan, site drawings Throughout
Natatorium Report Prepared by December 8, 2022
Methodology
Assessors utilized observational assessment, interviews, and review of provided documentation to collected
asset system Inventory data as well as identified distresses and solutions called Work Items. Work Items were
then estimated by Terracon from RS Means Online data.
: Inventory records were assigned to an assembly Classification developed and based on Uniformat
II. These classifications have assigned Estimated Service Life (ESL) in years, as well as Unit Costs developed by
Terracon from RS Means Online data. These unit costs are multiplied by the size or quantity of the inventory
record to develop a Current Replacement Value (CRV) for the inventory record. Additional information such
as location, manufacturer, model number, serial number, year installed, description, and photos were also
recorded by assessors when available.
Each inventory record was also assigned a Direct Condition Rating (DCR) based on the table and definition of
each rating detailed in the Direct Condition Rating Definition table below. The score associated with the DCR
is multiplied by the ESL assigned to the system to calculate the Remaining Service Life (RSL) in years from the
day the DCR is assigned.
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Rating Score Definition
Green + (G+) 1 Entire component section or component section sample is free of observable or known
distresses. Component is less than one year old.
Green (G) 0.90 No component section or sample serviceability or reliability reduction. Some, but not all,
minor (non-critical) subcomponents may suffer from slight degradation or few major
(critical) subcomponents may suffer from slight degradation. Component section gre ater
than one year old.
Green (G-) 0.70 Slight or no serviceability or reliability reduction overall to the component-section or
sample. Some, but not all, minor (non-critical) subcomponents may suffer from minor
degradation or more than on major (criti cal) subcomponent may suffer from slight
degradation.
Yellow + (Y+) 0.55 Component-section or sample serviceability or reliability is degraded but adequate. A
very few major (critical) subcomponents may suffer from moderate deterioration with
perhaps a few minor (non-critical) subcomponents suffer from sever deterioration.
Yellow (Y) 0.45 Component-section or sample serviceability or reliability is impaired. Some but not a
majority. Major (critical) subcomponents may suffer from moderate deterioration with
perhaps many minor (non-critical) subcomponents suffering from severe deterioration.
Yellow (Y-) 0.35 Component-section or sample has significant serviceability or reliability loss. Most
subcomponents may suffer from moderate degradation or a few major (critical)
subcomponents may suffer from sever degradation.
Red + (R+) 0.25 Significant serviceability or reliability reduction in component-section or sample. Most
subcomponents are severely degraded and others many have varying degree s of
degradation.
Red (R) 0.10 Significant serviceability or reliability reduction in component-section or sample. Most
subcomponents are severely degraded, and others may have varying degrees of
degradation.
Red (Red-) 0.01 Overall component-section on degradation is total. Few, if any subcomponents
salvageable. Complete loss of component-section or sample serviceability.
Age Based (AGE) Age Component-section or sample could not be observed, and no documentation or
information provided by knowledgeable persons was available or descriptive to
determine exact condition. The system replacement is therefore based on the current
calculated age since its original installment.
Abandoned in Place (AIP) NA Component-section has been disconnected from the system and or power-source and is
no longer in use. It has been abandoned in place. Standard best practice is removal of
such components.
Beyond Service Life (BSL) Score ÷ 2 Component-section calculated age since its original installment is greater than the
industry Estimated Service Life (ESL) for the system. When the BSL designation is added
to any rating the score is reduced by half.
Example:
: Following the collection and rating of asset Inventory records Terracon assigns Work Items to
define and estimate solutions for addressing observed distress. Each Work Item is assigned to a single
Inventory record. It defines not only the distresses observed in the Inventory but also the solution to addressing
the distress. Each solution may range from a minor repair to a complete replacement of the associated
Inventory.
Following the definition of the solution an estimate is developed by Terracon to execute the tasks necessary
for addressing the recommended solution.
: Financial data is used throughout the process. It is used to develop the CRV of each asset
Inventory as well as estimate the cost of executing a proposed solution in a Work Item. This financial data
comes from estimates developed by Terracon from RS Means Online. This financial data is developed using
bare estimates. Meaning no overhead or geographic factors are considered.
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
16 | P a g e
Once Inventory unit costs and Work Item estimates are completed Terracon the applies what is referred to as
a Burden Factor to each cost as well as an Inflation Factor. The burden factor is developed based on a
percentage of the following key elements. The overall burden factor for the project was calculated with the
below factors to be 1.62:
Geographical or Location Factor (1.00): This is a factor based on the geographical location of the asset
the Inventory and Work Item records are assigned to.
(10%)
Contractors General and Administrative Overhead (7%): This is a factor of local general or sub
(10%)
(7%)ineering
firms in planning, design, and contract document preparation.
Owners Supervision, Inspection and Overhead (6%)
management costs either external or internal, in the execution of the planned work.
s Contingency (8%)
the risk associated with design and construction unknowns.
(4%): This factor is to account for any additional costs not related to the previously
defined factors.
The Geographical or Location Factor is determined by published factors developed by the Department
A specific inflation value of 5% was requested by the client and is added to all estimates forecasted for
future years in the scope period.
The Inflation Rate used for all financial projections for this scope of work is in the table below.
Inflation Rate Type
5% Annual
Throughout the assessment process work and capital renewals are
prioritized and categorized based on the following:
Priority Definition
1-Does not Meet Current
Codes/Standards
Conditions in this priority include items that d o not conform to existing codes but
are grandfathered in the current condition. No action is required at this time, but
should substantial work be undertaken in contiguous areas, certain existing
conditions may require correction to comply with current code standards.
2-Appearance Conditions in this priority include finishes that have deteriorated and are required
to maintain the required aesthetic standards.
3-Recommended
Conditions in this priority include items that represent a sensible improvement to
existing conditions. These are not required for the most basic function of the
facility. All forecasted capital renewals will fall under this priority.
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
17 | P a g e
4-Necessary, Not Yet
Critical
Conditions in this priority require appropriate attention to preclude deterioration or
potential downtime and the associated damage or higher cost if deferred further.
5-Potentially Critical Conditions with this priority, if not corrected expeditiously, could deteriorate to
priority 1 within a year.
6-Currently Critical Conditions with this priority require immediate action to correct a safety hazard,
stop accelerated deterioration, return a facility or equipment to operational status.
7-Life Safety Conditions with this priority require immediate action to correct a safety hazard.
The deficiencies were categorized as defined in the table below:
Category Definition
1-Security What a system requires replacement to do to a security risk or requirement.
2-Schedule Maintenance Maintenance that is planned and performed on a routine basis to preserve the
condition.
3-Deferred Maintenance Maintenance that was not performed when it was scheduled or is past the useful
lifetime of the item resulting in immediate repair or replacement.
4-Capital Renewal Planned replacement of building systems that have reached the end of useful life
5-Energy & Sustainability When the repair or replacement of equipment or systems are recommended to
improve energy and sustainability performance
: Capital Renewals also known as requirements are forecasted years and estimated
costs for replacing inventoried systems. The replacement year is determined based on the Remaining
Service Life calculated from the Direct Condition Rating Score multiplied by the systems Estimated
Service Life as described previously. The forecasted cost is determined by inflating the Inventory Current
Replacement Value to the forecasted replacement year.
Example:
Preventative Maintenance costs are calculated utilizing a preventative maintenance
level 2 Uniformat breakdown where level 2 systems are prioritized between six maintenance levels: High,
Medium, Low, Very Low, No Maintenance, No Maintenance Required. These six levels are assigned a PM Cost
Factor percentage within Paragon that is utilized to calculate associated PM costs. These assignments are
presented below:
Maintenance Level PM Cost
Factor (%) Uniformat Group Level
High 0.7
Medium 0.7 B20, B30, C30, D10, D20, D30, D40, D50, E10, F10, G20, G30, G40, G90
Low 0.7
Very Low 0.7
No Maintenance 0.0 A20
0.0 A10, B10, C10, C20, E20, F20, G10
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
18 | P a g e
A forecast analysis was conducted on the assets using an estimated budget supplied by the
client of $1,500,000.00 and was inflated over ten years using the 5% inflation rate. Costs were prioritized in the
following order: preventative maintenance (priority I), component renewal at ESL (priority II), and deficiency
repairs/replacements (priority III). The current backlog of deferred maintenance can be funded in the first two
years with the supplied budget scenario. A large recapitalization requirement in year 10 exceeded the inflated
budget of $2.3M. The unfunded requirements in year 2033 were accelerated to year 2026 with available
funding and were funded. A breakdown of the budget utilized to create the forecast analysis is included on
Page 13.
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
19 | P a g e
4.0 Appendix
Appendix Contents
A Asset Location Map: This appendix contains a map with relative locations of assets included in the scope
of work
B Assets Ranked by FCI: This appendix contains a graph with the assets included in the scope of work and
relative FCI scores
C - Detailed Asset Report: This appendix contains detailed reports on all portfolio assets included in the scope
of work
D Asset Narrative Report: This appendix contains detailed reports on all trade narratives of portfolio assets
included in the scope of work sorted by Uniformat Level 2
E - Detailed Inventory Report: This appendix contains detailed reports on all system inventory records included
in the scope of work
F Detailed Work Item Report: This appendix contains detailed reports on all system work item records
included in the scope of work
G - Glossary of Terms: This section includes a glossary of common terms and examples used throughout this
report.
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
20 | P a g e
Appendix A
Asset Location Map
Aerial Imagery
Town of Avon FCA A1
10625 W I-70 Frontage Rd N, Wheat Ridge, Colorado
PH. (303) 423-3300 FAX. (303) 423-3353
F6236069
DRB
NTS
Project Manager:
Drawn by:
Checked by:
Approved by:
Project No.
Scale:
Exhibit
DIAGRAM IS FOR GENERAL LOCATION
ONLY, AND IS NOT INTENDED FOR
CONSTRUCTION PURPOSES
NA
NA
CLJ
N
Figure
1 Key Asset Name
1 Avon Recreation Center
2 Recreation CUP
3 Avon Town Hall
4 Avon Regl. Transportation Ctr.
5 Fleet Maintenance Facility
6 Public Safety Facility (Police Dept)
7 Public Operations Parks Garage
8 Performance Pavilion
9 Park Bathroom Structure
10 Wastewater Treatment CUP
11 EHUs Sherwood Meadows
12 EHUs Metcalf Lofts
13 EHUs Wildridge Old Fire Station
14 Public Operations Annex Bldg/PG
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
21 | P a g e
Appendix B
Assets Ranked by FCI
Good Fair Poor
>10%
Appendix B - Page 1
Asset Name Size/Qty Units
Replacement
Value
Sustainment
Cost FCI
22 Site - 1091 W Wildwood Rd 0.2ACR $60,194 $44,519.88 0.7396
111 Avon Recreation Center 37,596SF $9,574,173 $1,509,005.44 0.1576
21 Site - 2110 Saddle Ridge Loop 0.2ACR $29,060 $3,701.07 0.1274
161 Public Operations Parks Garage 2,800SF $542,737 $49,340.84 0.0909
11 Site - 90 Lake Street 2.5ACR $424,754 $32,868.54 0.0774
141 Fleet Maintenance Facility 23,803SF $5,921,277 $313,079.52 0.0529
201 EHUs Metcalf Lofts 935SF $131,437 $4,972.92 0.0378
191 EHUs Sherwood Meadows 1,352SF $207,172 $6,719.24 0.0324
112 Recreation CUP 1,350SF $857,421 $25,489.49 0.0297
171 Performance Pavilion 12,487SF $1,689,652 $7,808.11 0.0046
151 Public Safety Facility (Police Dept) 13,693SF $3,771,325 $11,126.16 0.0030
131 Avon Regional Transportation Center 43,052SF $9,030,258 $16,992.99 0.0019
12 Site - 100 Mikaela Way 1.2ACR $263,967 $0.00 0.0000
13 Site - 500 Swift Gulch Rd 2.2ACR $897,740 $0.00 0.0000
14 Site - 502 Swift Gulch Rd 2.3ACR $1,139,738 $0.00 0.0000
15 Site - 60 Buck Creek Rd 1.2ACR $524,316 $0.00 0.0000
16 Site - 200 Benchmark Rd 0.2ACR $18,830 $0.00 0.0000
17 Site - 1 Lake Street 3.8ACR $397,039 $0.00 0.0000
18 Site - 950 West Beaver 0.0ACR $13,837 $0.00 0.0000
19 Site - 371 Nottingham Rd 0.0ACR $0 $0.00 0.0000
20 Site - 511 Metcalf Rd 0.0ACR $0 $0.00 0.0000
121 Avon Town Hall 16,273SF $3,470,747 $0.00 0.0000
172 Park Bathroom Structure 880SF $655,437 $0.00 0.0000
181 Wastewater Treatment CUP 912SF $669,525 $0.00 0.0000
211 EHUs Wildridge Old Fire Station 3,360SF $623,102 $0.00 0.0000
221 Public Operations Annex Bldg/Parking
Garage 2,300SF $389,339 $0.00 0.0000
Town of Avon Facility Condition Assessment
Terracon Project No. F6236069
22 | P a g e
Appendix C
Detailed Asset Report
TOWN OF AVON - LA ZONA
SPA
A B C D
Open
Conf
Off
E
F G
H
I
RECREATION CENTER CONCEPT DEVELOPMENT PROPOSED IMPROVEMENTS - MAIN & UPPER LEVELS
M
LKR
RM
W
LKR
RM
NATATORIUM
MULTI-
USE /
CHILD
WATCH
ME
C
H
A
N
I
C
A
L
RA
M
P
D
N
SCALE: 1" = 40'
0'40'80'MAIN LEVEL
CIRCULATION / LOUNGE
MULTI-USE
FITNESS SPACES
AQUATICS SPACES
LOCKERS / RESTROOMS
SPECIAL USE SPACES
ADMINISTRATIVE
STORAGE / SUPPORT
February 2023AUGUST 22, 2023
STAIR
OPTION A.4
WEIGHTS
CARDIO
MULTI-USE
ROOF
OPEN TO
BELOW
MULTI-USE
STAIR
FUNCTIONAL
FITNESS
CIRCUIT
UPPER LEVEL
ATTACHMENT B
Recreation Center Improvements Summary - Option A.4 August 22, 2023
Building Construction Area / Cost Opinion Matrix Program
Area GSF
Const. Cost
Opinion
Cost/SF
Option 1 - Fitness Addition & Multi-use Renovations
Main Level Multi-use Room / Child Watch / Support Spaces 1,550 667,000$ 430$
New Main Level Fitness Area Addition 2,600 1,820,000$ 700$
New Upper Level Fitness Area Addition / Restroom / Support 2,600 1,625,000$ 625$
Open Fitness Areas - Upper Level Renovation 3,300 660,000$ 200$
North Fitness / Multi-use Room Renovation / New Storage 1,800 402,000$ 223$
South Fitness / Multi-use Room Renovation 2,900 648,000$ 223$
Main Level Admin Suite Renovation 560 224,000$ 400$
Office / Staff Areas Renovations 700 140,000$ 200$
Site Improvements - 5% of Building Costs 310,000$
Additional Complexity / Market Condition Contingency 260,000$
Construction Sub-Totals 16,010 6,756,000$ 422$
Soft Costs (30% of Construction)2,027,000$
Option 1 Cost Opinion Total 8,783,000$ 549$
Option 4 - New Spa Addition
New Multi-Level Spa Addition / Mech Room 1,300 1,430,000$ 1,100$
Site Improvements & Demolition - 20% of Building Costs 286,000$
Additional Complexity / Market Condition Contingency 69,000$
Construction Sub-Totals 1,300 1,785,000$ 1,373$
Soft Costs (30% of Construction)536,000$
Option 4 Cost Opinion Total 2,321,000$ 1,785$
Overall Improvement Area / Cost Opinion Values 17,310 11,104,000$ 641
ATTACHMENT A
ATTACHMENT C
Avon Recreation Department, Avon CO, Aquatics Facility Evaluation
Introduction Summary
The Avon Recreation Department Aquatics Facility is a year-round indoor facility consisting of four pools:
A 3,600-gallon indoor whirlpool
A 24,000-gallon indoor combination current channel and splashdown pool
A 25,000-gallon indoor leisure pool with spray features
A 112,000-gallon indoor lap and recreation pool with deep water recreational dive well
Total treated recreational water 164,600 gallons.
Overall, the pools and related circulation systems appear to be in fair condition and generally well-maintained. However,
the mechanical systems and areas of the facility are beginning to show age-related wear and tear in several areas.
Therefore, this report focuses on pool shells, finishes, circulation systems, and surrounding areas.
The pool’s mechanical system is dated and would benefit from a renovation project to include new technology regarding
filtration, chemical and non-chemical sanitation solutions, and more energy-efficient pumps and motors. In addition, the
natatorium area needs a capital replacement plan to address age-related wear and tear issues and to correct
undesirable conditions.
Since this pool's original construction date, several updates have been enacted in pool codes and standard operating
procedures. As a result, revisions or modifications for the pool may necessitate meeting current code requirements.
Recommendations included in this report address the above concerns, including options for improvements. Suggestions
range from limited repairs to comprehensive renovation. This is a complex and complicated decision-making process.
Some projects may be considered stand-alone, while others would be best combined with a total renovation project.
The Avon Recreation Department should consider this report in conjunction with other evaluations, including ADA,
structural, and building evaluations.
WTI recommends that the City of Avon undertakes an aquatic programming effort, studying the programming needs for
recreational and competitive swimming programs, community aquatic recreation, wellness, and educational
opportunities. A modern aquatics facility can offer programs benefiting the greater Avon valley community. These
offerings could include Water Safety Instruction (WSI), Learn to Swim Programs, Aquatic Therapy Instruction, and
competitive swimming and diving programs.
The accompanying photo report will list items for the Recreation Department to consider. The report is arranged in two
parts.
1. Section One will focus on the pools and natatorium area.
2. Section Two will focus on the mechanical rooms.
Water Technology thanks Michael Labagh, CPRP, Recreation Director, for his help and assistance in preparing this report.
Respectfully Submitted,
Cody Butcher, CPOI
Commercial Waterpark Specialist, Water Technology Inc.
RECOMMENDATIONS AND IMPROVEMENTS ARE DIVIDED INTO THREE CATEGORIES:
1. RECOMMENDATIONS TO MEET CODE OR SAFETY REQUIREMENTS OR TO ADDRESS ONGOING DETERIORATION.
2. RECOMMENDATIONS TO ADDRESS NEW-TERM ISSUES, IMPROVE OPERATIONS, OR RESTORE FACILITY CONDITIONS.
3. IMPROVEMENTS ARE RECOMMENDATIONS THAT WILL ENHANCE FACILITY OPERATIONS AND IMPROVE FACILITY APPEAL .
AREA ISSUE PRIORITY ACTION Estimated costs
NATATORIUM
DECK
Pool deck and drainage
repairs. Numerous tripping
hazards are present. This is a
complex issue that could
require extensive
remodeling.
ONE Replace the entire concrete deck and
repair drainage issues. Combine with
depth marking tiles.
$750,000 - $2,000,000
OPTIONAL Apply cementitious overlay product to
address slipping issues. Will not
address drainage concerns.
$20-35 per square foot
OPTIONAL Explore other flooring options like
LifeFloor or PolySoft-type products
$TBD – will not address
unlevel decking
NATATORIUM
LIGHTING
The overhead lighting needs
to be updated.
TWO Explore options to replace lighting with
energy-efficient LED Lighting.
Would need a light study to determine
the light levels required to meet codes.
$TBD is possible to
explore rebate
programs to offset
capital costs.
INDOOR
WHIRLPOOL
Restore plumbing and
mechanical systems to
current code-compliant
configuration.
ONE Extensive plumbing repairs might be
needed underground to restore the
filtration system to its original
configuration.
A total renovation of this area would
address many of the listed concerns.
TBD
$30,000-$350,000
ADA Compliance ONE Install lift or transfer system. Install
compliant handrails to handrails.
$3,500-$7,000
Replace tile surround TWO Aesthetics improvement $5,00-$7,000
Install ultraviolet secondary
disinfection system.
TWO Will improve water quality $50,000-$65,000
INDOOR
CURRENT
CHANNEL AND
SPLASH POOL
Possible ADA enhancements
are needed. The ramp entry
may not meet current ADA
codes.
ONE Conduct an ADA study of this pool and
follow the recommendations and
remediation plan.
It may be possible to state that this
pool can only partially achieve
compliance without extensive
renovations.
$TBD
Rusting hardware at the
basketball hoop area.
THREE Develop an in-house rust mitigation
plan
$500-$1,500
Waterline tiles and depth
markers are faded and worn.
TWO Replace waterline tiles and depth
marking tiles.
Depth Markers
$1,000-$2,000
Waterline Tile
$20,000-$30,000
Set of stairs to unusable deck
space, vortex pool, and
abandoned bridge.
OPTIONAL Total reconfiguration of this pool
would be required.
$TBD
43
INDOOR
WATERSLIDE
Conduct a Non-Destructive
Testing survey for the slide
tower and supports.
ONE Develop a rust mitigation plan and
follow engineering recommendations.
Depending on the extent of the
damage, rehabilitate or replace slide
columns or supports.
$10,000-$12,500 for
Engineer Reports
Safety Concern ONE If possible, engage the original slide
manufacturer to get recommendations
to close the gap near the start tub
area.
Or obtain a variance from the slide
manufacturer.
$TBD
Facility enhancements could
include a new slide
configuration or an
additional water slide
offering.
OPTIONAL Waterslides range from mild to wild. $TBD
INDOOR LEISURE
POOL
Zero-depth tiles are worn
and unsightly
THREE Replace tiles and regrout $25,000-$35,000
Children’s slide safety
considerations.
TWO Provide barriers at the kiddie slide $3,500-$7,500
Upgrade options to this pool
could include new spray
features and toys.
OPTIONAL Total reconfiguration of this pool could
provide an attractive and safe area for
the youngest visitors.
$TBD
INDOOR LAP
POOL
Inspect and troubleshoot the
flow rate for the filtration
systems
ONE The Lap Pool filtration system flow rate
is displayed as 222 gallons per minute
(GPM). The designed flow rate for this
pool to achieve a 6-hour code required
to turn over rate is 310 GPM
Price will vary depending on the results
of the troubleshooting effort.
$5,000-$7,000 if pump
related.
THREE Replace existing sand filters with a
Regenerative Media Filter system and
recommission the filter pump to actual
turnover rates.
RM filtration provides excellent
filtration while using far less water to
backwash the filter, saving operational
costs. (See Appendix A)
$90,000-$150,000
The current configuration
does not support a
competitive lap swimming
program, but it works well as
designed for a recreational
lap pool.
OPTIONAL Extensive work would be required to
reconfigure the lap pool with a surge
gutter system to contain pool water
loss during lap swimming.
Combine project with decking issue.
Install new waterline tiles, depth
markers, handrails, and ladders.
$1,500,000 - $2,300,000
NATATORIUM
HVAC SYSTEM
EVALUATION
AND
The current Heat Recovery
Unit is installed sub-level and
will be challenging to repair
when it reaches the end of
its useful life.
ONE Conduct a comprehensive survey of
this system and develop a replacement
plan.
$7,500- $15,000 for
reports
Total replacement
$750,000-$1,000,000
44
REPLACEMENT
PLAN
WTI suggests a total relocation of this
unit to a more maintenance-friendly
location.
A properly sized modern HRU unit
would be far more energy efficient
than the currently installed unit.
Improve overall air
movement and air quality.
THREE Explore the installation of at least one
high-volume low, speed ceiling fan.
$45,000-$80,000 for one
fan
POOL
MECHANICAL
ROOM –
CHEMICAL
DELIVERY
SYSTEM
Chlorine and acid systems
share the same room
THREE Restore chemical room “B09” and
relocate all acid to this room.
$7,500-$15,000
If the exhaust system is
functional
TWO At a minimum, the barrels should be
on secondary containment pallets to
prevent spillage.
$1,500-$3,000
POOL
MECHANICAL
ROOM –
MODERNIZATION
PLAN
The pump room currently
has 10 Aurora 341 series
pumps with various
horsepower.
These pumps are now
obsolete and need to be
updated to 3800 series
pumps when they expire.
THREE While these pumps are no longer being
manufactured, there are still parts on
the market.
As these parts become more difficult
to source, a pump replacement may be
required. This also might require some
plumbing reconfigurations.
Pricing this option will be on a case-by-
case basis.
A total pump room modernization plan
should include these pumps as a
consideration.
$TBD
The pool heating system is
outdated and in need of
upgrading
ONE The city is currently replacing pool
boilers with a heat exchanger system.
Develop a plan to phase out
the current MCC Electrical
System
TWO Install Variable Frequency Drives on
four filtration pumps.
If VFDs are tied to flow meters to
regulate flow – add approximately
$5,000.
Possible rebates from energy providers
to lower energy consumption.
$50,000-$85,000
POOL
MECHANICAL
ROOM –
MODERNIZATION
PLAN
TWO Install approved motor control systems
on feature and slide pumps
$50,000-$75,000
No vacuum or pressure
gauges are installed on any
pumps.
THREE Install compound gauges on all pumps.
Starting with filtration
$2,500-$5,000
Replacement program for
hardware, valves, and
everyday wear items
THREE Continue with replacement plans. Ongoing
The swimming pool makeup
water system is directly
connected to incoming
water.
ONE Engage with a State approved cross-
connection specialist to determine
actions needed if any.
$TBD
All pools are manually filled
and do not have an auto-fill
system.
THREE Seek engineered drawings to create an
auto-fill system for all four pools.
$5,000-$7,500 per pool
45
Pool chemical controllers are
not online or tied into a
building management
system.
Modern pool pump rooms
have many data points and
allow the operators to view
set points, alarms, and
parameters remotely.
THREE Provide four modern chemical
controller systems with internet
capabilities.
Other data points could include pool
temperatures, flow rates, and system
status.
$4,500-7,500 per
system, depending on
the options chosen
POOL
MECHANICAL
ROOM –
SECONDARY
DISINFECTION
SYSTEMS
No secondary disinfection
was installed on the four
filtration systems.
OPTIONAL Install four adequately sized UV
Systems on the filtration.
Source and install four properly sized
UV systems and associated plumbing,
electrical, and permitting.
(See Appendix B)
Approximately
$50,000-$65,000 per
system
46
Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
Bid NumberCIP15029 | November 27 2023
+
Design-Build Recreation Center Pool Reconstruction and Improvements
Scope and Budget Analysis
- August 30, 2024 -
PREPARED FOR
ATTACHMENT D
RFP-22- Meyer’s Pool Replacement A/E Services | 4City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
PROJECT UNDERSTANDING AND APPROACH2
UNDERSTANDING THE TASKS IDENTIFIED IN THE SCOPE OF WORK:
We have thoroughly assessed the requirements presented in
Request for Qualifications - Design-Build Recreation Center
Pool Deck Reconstruction and Improvements Project. We
acknowledge and accept those requirements and execution
during the discharge of any subsequent contract.
DESCRIPTION OF POSSIBLE ISSUES, ALONG WITH POTENTIAL SOLUTIONS:
In the current construction market environment, supply chain
issues and long lead times can lead to project delays. To mitigate
this, A.D. Miller will proactively identify long lead items during
the process of design and consultation. Materials with long
lead times, high costs, or items that will require shop drawings/
submittals will be identified. Appropriate plans of action will be
developed to minimize delay and financial risk. Upon approval
/ authorization to proceed by the Town of Avon, A.D. Miller will
engage with the selected subcontractors to pre-order products
and materials to reduce any risk of supply failures and delays.
DESIGN APPROACH
Engage with Stakeholders
• Town of Avon
• Public Works Department
• Recreation Department
• Community Development Department
• Building Division
Establish Baselines
Establish Program
Develop Program in Detail
Identify Wishlist Items
Directives/Requirements
Prioritization
Establish Schedule
Develop Overall CPM Schedule
Maintain ongoing short-interval 3-week look-ahead schedule
Project Phasing Options
Establish Budget
Challenges/Opportunities
Iterative Approach to Design and Budget
Identify all Soft Costs as well as Hard Costs
Operational Cost Considerations and ongoing Maintenance
Perform ongoing Value Engineering
Utilize Open Book Approach
Task 3 - Design Issues
Code Compliance
Life Safety
Accessibility
District Guidelines
State and Municipal Building Codes
Non-Code Concerns/Design
Safety (Physical)
Security (Societal)
Separation (Environmental)
Site Design
Soils Considerations
Utilities Connections
Site Logistics Plan
Parking and distribution to points of access
PROJECT SCOPE
Task 1: Project Management
• ADM will pay project invoices monthly and include a
brief project summary of tasks accomplished during the
billing period, and milestone progress.
• OLC will establish a design schedule in coordination
with the contractor and Town of Avon.
• The ADM+OLC team will hold weekly or bi-weekly
meetings as necessary (virtual or in-person).
Task 2: Investigation
• Site Assessment
• Review of Existing Documents
• Survey
• Pipe Inspection, Condition Analysis and
Recommendations
• Verify existing underground air handling runs
• Pool Deck and Trenching Recommendations
Task 3: Design Plans and Specifications
• ADM+OLC will develop plans and specs to construct the
project including:
» Existing Conditions Plan
» Removals/Demo Plan
» Floor Plan
» Concrete Deck Grading and Drainage Plan
» Concrete Deck Jointing, Joint Sealing, Concrete
Ceiling Plan
» Plumbing Plan
CURRENT PHASE
RFP-22- Meyer’s Pool Replacement A/E Services | 5City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
» HVAC Rehab Plan
» Electrical Infrastructure Plan
Task 4: Construction Cost Development
• ADM will provide a detailed cost at Preliminary Con-
struction Set Submittal and continually monitor and
revise throughout Design
Task 5: Construction
• We will provide a high quality Work Product.
• We will complete the final plans set noted in Task 3
• We will coordinate with the TOA for a construction
staging area.
• We will coordinate pool closure with recreation
department staff and Eagle River Water and Sanitation
District.
• We will develop a plan to handle pool water during
construction and maintain water quality at the
completion of the job.
• We will complete the construction during the
construction work timeframe: May 1 – Labor Day
approximately 124 days.
• We will protect existing facilities and infrastructure that
are to remain.
• We will provide all materials, labor, and equipment
necessary to efficiently complete the work.
• We will dispose of removed materials.
• We will maintain all project documentation including
but not limited to, Test Reports, Information Sheets,
Submittals, invoices, and etc.
• We will provide a safe working environment.
• We will minimize impacts to the remaining areas within
the recreation center.
Task 6: Submittals During Construction
• Action Submittals
• Information Submittals
Task 7: Project Close-out
• Project Record Drawings
• As-Constructed Drawings
• Substantial Completion and Final Inspection
The ADM+OLC Team shall overall be responsible for the com-
plete project delivery. These items are summarized, but not
limited to, the following:
• Review the design constraints and requirements provid-
ed in the RFP Package
• Review the conditions and constraints of the existing
and proposed sites
• Project management, planning, and scheduling of the
design and construction of the work
• Review and development of standards, specifications,
criteria, etc.
• Finalization of the detailed project design
• Develop and submit concept, design, and construction
documents for review and guidance
• Obtain required permits and approvals for the project
• Conduct and participate in all required meetings
• Itemized cost estimation, schedule and project controls
• Procurement and management of all design,
engineering, and construction work
• Providing all equipment, products, and materials
• Procurement and management of all labor,
subcontractors, vendors, and suppliers
• Maintain health and safety guidelines and compliance
• Ensure adherence to provide a safe work site for all
project participants
• Demolition, ppol deck preparation, and existing
polumbing location and relocation
• Electrical, plumbing, and mechanical
• Providing temporary systems and field office
• Handling, staging, management, and security of
materials and equipment
• Site access management, and security of the DB
Teams work
• Managing construction work to assure compliance with
all equipment warranties
• Coordinate and conduct start-up, commissioning, and
training for all equipment
• Provide and update the overall schedule of work
• Quality assurance and quality control of the design and
construction
• Site inspections and materials testing
• Budget tracking and adherence
• Preparation, review, and recommendation of payments
processing
• Prepare and furnish complete and accurate record doc-
uments of the finished project
• Complete Punch List
• Ensure Owner has final permit cards
• Demobilization of all temporary facilities and temporary
protection
• Ensure any mechanical modifications are tested and
operational
APRIL 2025 to SEPT 2025
RFP-22- Meyer’s Pool Replacement A/E Services | 8City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
PROJECT TEAM4
Donaldo has over 35 years of lead design experience in a wide
variety of project types, including recreation, aquatics, sports
centers, spas, hospital-based wellness, fitness, housing, and
hotels. He has a keen sense for creative and cost-effective design
solutions. One of Donaldo’s greatest attributes is working hand-
in-hand with boards, commissions, stakeholders and members
to develop project goals and oversee the complex process of
fine-tuning a design to completely meet everyone’s needs.
Donaldo’s experience includes programming, planning, design,
documentation and construction administration of projects from
start to finish.
Doni has worked on several projects with A.D. Miller including The
Beach Club at the Aurora Highlands, Limon Pool and Woodmoor
Country Club projects. Other relevant experience includes:
• The Beach Club at the Aurora Highlands, Aurora, CO
• Holland Community Aquatic Center, Holland, MI
• Brighton Recreation Child Care Center, Brighton, CO
• Carmody Indoor Pool, Lakewood, CO
• Glennon Heights Pool and Bathhouse, Lakewood, CO
• Glenwood Hot Springs Resort – Various Projects, Glenwood
Springs, CO
• Green Mountain Recreation Center Pool Renovation,
Lakewood, CO
• Green Valley Athletic Club, Henderson, NV
• Hancock Wellness Center, New Palestine, IN
• Holiday Park Resort, Polenovo, Russia*
• Glenwood Hot Springs Lodge Renovation, Glenwood Springs,
CO
• Infinity Park at the Village of Glendale – Various Projects,
Glendale, CO
• International Center for Performance Health, Denver, CO
• Jewish Community Center Addition, Denver, CO
• Ken Caryl Ranch House Pool Renovation, Ken Caryl Ranch,
CO
• Newtown Athletic Club, Multiple Projects, Newtown, PA
• Schlessman YMCA Wellness Center, Denver, CO
• Spa of the Rockies at Hot Springs, Glenwood Springs, CO
• The Country Club at Woodmoor, Monument, CO
EDUCATION
Andrews University
Bachelor of Architecture with Honors
REGISTRATIONS/AFFILIATIONS
Licensed Architect - AZ, CA, CO
KEY PERSONNEL
DONALDO VISANI, AIA, NCARB
SENIOR PRINCIPAL/PROJECT MANAGER
Adam D. Miller is an Executive Preconstruction Manager and
Executive Project Manager with A.D. Miller Services, Inc. He began
his career in Dallas, TX at a large Fortune 500 corporation. There
he was Project Manager for Real Estate and Facility Ramp-up with
projects all over the United States and Mexico. Adam moved
back to Colorado to work at A.D. Miller to assist in the company’s
continued development. During this time he has worked in the
estimating department, billing and contract administration and
as a project engineer, and project manager. He has worked as a
project manager on a number of multi-million dollar projects.
Focus on utilizing technology to help improve the preconstruction
and construction process. He prescribes to A.D. Miller’s unique
philosophy of direct and proactive involvement with the principles
of the firm deeply engaged in all aspects of the construction
management process.
As Executive Project Manager, Adam will be ultimately responsible
for the performance of the design/build team. He has worked on
multiple projects with OLC and Donaldo Visani. Some relevant
experience includes:
• The Beach Club at the Aurora Highlands, Aurora, CO
• The Country Club at Woodmoor, Monument, CO
• Limon Pool and Bath House, Limon, CO
• Ken Caryl Ranch House Pool, Littleton, CO
• Highland Heritage Regional Park Stage, Littleton, CO
• Douglas County Administrative Building, Littleton, CO
• RTD 711 Building, Denver, CO
• Primrose Preschool, Sterling Ranch, CO
• Most Precious Blood School and Church, Denver, CO
• The Goddard School, Westminster, CO
• St. Mark Coptic Orthodox Church, Centennial, CO
EDUCATION
University of Denver
B.S. in Finance
B.S. in Management Information Systems
M.S. in Construction Management
University of Denver
KEY PERSONNEL
ADAM MILLER
PRESIDENT/EXECUTIVE PROJECT MANAGER
RFP-22- Meyer’s Pool Replacement A/E Services | 9City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
Additional Team
Members
Education/
Registrations Bio Relevant Experience
AD Miller, Inc.
General Contractor
Eric Bakanowski
Senior Estimator
M.S., Operations
Management
and Project
Management
Eric works closely with ownership/
developer groups and representatives,
project managers, site superintendents
and subcontractors in the management
of scheduling, estimating, cost budgeting
and control, progress billings, contract
administration and performing numerous
tasks to assist the project flow and final
completion.
• The Beach Club at the Aurora
Highlands, Aurora, CO
• The Country Club at Woodmoor,
Monument, CO
• Limon Pool and Bath House,
Limon, CO
AD Miller, Inc.
General Contractor
Sean Leahey
General Superintendent
M.S. in
Operations
Management
and Project
Management
Sean has over 30 + years of expertise in
commercial construction. He is a hands on
construction and development professional
with experience in all facets of the industry.
• The Beach Club at the Aurora
Highlands, Aurora, CO
• The Country Club at Woodmoor,
Monument, CO
• Limon Pool and Bath House,
Limon, CO
AD Miller, Inc.
General Contractor
Tom Weaver
Asst. Superintendent
OSHA 30
Certification
Master
Carpenter, CPR
Tom is excellent at project oversight and
supervision of the total construction
effort to ensure projects are constructed
in accordance with design, budget and
schedule.
• The Beach Club at the Aurora
Highlands, Aurora, CO
• The Country Club at Woodmoor,
Monument, CO
• Limon Pool and Bath House,
Limon, CO
Counsilman-Hunsaker
Aquatics Consultant
Connor Riley
Project Manager
Colorado School
of Mines
B.S., Mechanical
Engineering
Connor will oversee the project from initial
interview and contract negotiation to
construction administration and everything
in between.
• Aurora Highlands Aerotropolis
Aquatic Center
Calibre Engineering
Structural / Civil
Ed Sabia, PE, LEED AP
Structural Division Manager
B.S., Civil
Engineering
MEng, Structural
Engineering
Ed has worked closely with OLC on dozens
of recreation and aquatic centers across
Colorado. A skilled project manager, Ed is
known for his creativity, teamwork, and
communication skills.
• Estes Valley Community Center,
Estes Park, CO
• Margaret Carpenter Recreation
Center, Thornton, CO
• Silverthorne Recreation Center,
Silverthorne, CO
The Ballard Gruop
Mechanical/Plumbing
Peter Failla, PE
Principal-in-Charge
Mechanical Engineering
B.S., Mechanical
Engineering
Peter Failla serves as Principal-In-Charge of
Mechanical Engineering, Project Manager
& Lead HVAC Engineer. He has 20 years of
engineering experience.
• George Meyers Pool, Arvada, CO
• Slope Side Hall, Frisco, CO
• Newtown Athletic Center,
Newtown, PA
• West River Community Center,
Dickinson, ND
The Ballard Gruop
Mechanical/Plumbing
Tim Harris, VP, LEED AP
Principal-in-Charge
Plumbing
B.S. in
Construction
Technology
Tim Harris serves as Principal In Charge of
Plumbing, Fire Protection and Medical Gas
Engineering. Tim has been with The Ballard
Group, Inc. since 1981 and has a total of 42
years of engineering experience.
• George Meyers Pool, Arvada, CO
• Slope Side Hall, Frisco, CO
• West River Community Center,
Dickinson, ND
AE Design Group
Electrical
Jeff Mullikin, PE, LEED AP
BD+C
Principal-in-Charge
B.S.,
Architectural
Engineering
Jeff has a great understanding of the
coordination required to provide an
effective electrical and lighting system
design that intertwines with all of the
complex systems that exist within a
building.
• George Meyers Pool, Arvada, CO
• Denver Indoor Pool, Denver, CO
• University of South Dakota Pool,
Vermillion, SD
• Silverthorne Recreation Center
Pool Upgrade, Silverthorne, CO
• Limon Municipal Pool, Limon, CO
AE Design Group
Electrical
Zach Clawson, PE
Project Manager
B.S.,
Architectural
Engineering
Zach brings a wealth of electrical expertise
to every project. His attention to detail
allows for his close coordination of multiple
disciplines and results in clear, detailed
drawing sets. In addition to interdisciplinary
coordination, he serves as a great technical
resource to his projects.
• Northglenn City Hall, Northglenn,
CO
• Westwood Recreation Center,
Denver, CO
• Arvada Meyers Pool Replacement,
Arvada, CO
• Denver Indoor Pool, Denver, CO
RFP-22- Meyer’s Pool Replacement A/E Services | 6City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
QUALIFICATIONS AND EXPERIENCE3
A.D. Miller Services Inc., is a boutique Commercial General Con-
tractor that specializes in providing CM/GC services to private
and public entities on select project types with construction costs
of up to $25MM. A.D. Miller performs a critical analysis of every
potential project to ensure the proper focus on the project and
provide the utmost quality with outstanding results.
A.D. Miller employs a targeted approach in reviewing potential
projects by choosing to specialize in the following areas as evi-
denced by our project mix listed:
Pool and Aquatic Facilities - New Construction & Refresh
• Last 5 years: 10 Projects with cumulative value $23M
Recreation / Amenity Centers - New Construction & Remodel
• Last 5 years: 2 Projects with cumulative value $13M
Parks / Event Structures – New Construction & Refresh
• Last 5 years: 4 Projects with cumulative value $4.5M
Government/Municipal – New Construction & Remodel
• Last 5 years: 12 Projects with cumulative value $33M
Education (Pre-K thru 12) – New Construction & Remodel
• Last 5 years: 24 Projects with cumulative value $38M
Medical Facilities – New Construction and Tenant Improvement
• Last 5 years: 10 Projects with cumulative value $5M
ADM+OLC RELEVANT PROJECTS
• Aurora Highland Aerotropolis Aquatic Center,
Aurora, CO (OLC, Doni Visani)
• Ken Caryl Ranch House Pool, Littleton, CO
(OLC, Doni Visani)
• Glennon Heights Pool, Lakewood, CO (OLC,
Doni Visani)
• Town of Limon Pool and Pool House, Limon,
CO (OLC, Dan Potter)
• Woodmoor Country Club Pool, Monument,
CO (OLC, Doni Visani)
• State of Colorado, Colorado School of Mines
Early Childhood Education Center, $ 6.9M
OLC Architecture, Interiors and Aquatics designs community spaces
for health and play, often centered around aquatics. It’s a passion
our founders dove into in 1961, and a space we’ve been playing in
ever since. Based out of Denver, we’ve engaged with 600+ clients
world-wide to create community spaces with competition pools,
and outdoor water parks with elements like slides, splash pads,
and lazy rivers to encourage play. We love to create and renovate
spaces that foster connection through aquatics, recreation, fitness,
and wellness because we care about the health of each community
we collaborate with in the design process.
Our design process is enriched by our collaborative spirit, creative
commitment and client-centered attitude. We partner clients’
business goals and strategic insights with our aesthetic vision, deep
experience, and problem solving skills to create superior outcomes
and a successful design project. Everyone at OLC is committed to
truly understanding each client’s unique needs and is dedicated
to adding value through design by delivering maximum impact for
each dollar invested. Value-conscious, client-centered, custom-
fitted design is a strategic investment for every owner. We apply
principles of smart design to honor that investment and to produce
measurable returns.
The secret to the design success experienced by our clients is
easily explained.
• Treat each new assignment as a fresh challenge.
• Listen to our client’s agenda.
• Respect their priorities.
• Focus on enrichment of the member experience.
• Stay abreast of thought leaders in the industry.
• Most of all, believe in the power of design to change lives for
the better.
We look forward to the opportunity to work with the Town of Avon
on the design/build of your new Recreation Center Pool Deck. We
currently have the availability and staffing to manage your project
well and guide it to a smooth completion.
Over 35
Years in Business
Colorado Pre-Construction and
Construction Service Provider
Pool Reconstruction and Improvements
Scope & Plan Exhibits
Scope & Plan Exhibits - Schematic Design
6,370 SF
DECK
2,940 SF
LAP POOL
2,070 SF
LEISURE POOL
1,890 SF
SLIDE& LAZY RIVER
POOL
150 SF
HOT TUB
NATAORIUM FOOTPRINT = 14,100 SF
3/64" = 1'-0"
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
3/64" = 1'-0"
DHV
OLC
1.01
AVON RECREATION CENTER: Pool Renovation 2024.08.29
FLOOR PLAN - EXISTING
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
0 21'42'
Graphic Scale: 1 inch = 21 feet
FLOORING/PIPING
1. DEMO
A. REMOVE EXISTING CONCRETE DECK, DECK DRAINS, SANITARY PIPING.
B. REMOVE EXISTING COPING TO TOP OF POOL WALLS
C. REMOVE EXISTING LADDERS, RAILINGS, AND DECK MOUNTED ANCHORS
D. REMOVE EXISTING SHOWER PEDESTAL
2. NEW
A. UNDERLAYMENT PREP (NEED SOILS REPORT)
B. NEW SANITARY PIPING
C. NEW DECK DRAINS
D. NEW DECK (OPTONS: BROOM AND SANDSCAPE FINISH)
E. NEW PRE-CAST COPING
F. NEW ANCHORS LADDERS AND RAILINGS
G. BONDING TO NEW AND EXISTING METALS TO NEC 680 (DECK REBAR, ANCHOR,
EQUIPMENT)
H. REPAIR OR REPLACE EXISTING HOSE BIBBS OR PLACE ON NEW DECK
I. OPTIONS
J. DYE TEST FOR LEAK DETECTION
K. REPLACE EXISTING POOL PIPING WITH SCHEDULE 80 (NOT UNDER POOL
FLOOR)
L. NEW DECK SHOWERS (3) AND SANITARY DRAINS.
HVAC
1. DEMO
A. REMOVE UNDERGROUND HVAC DUCT AND ENCASEMENT
B. REMOVE COMPROMISED VERTICAL BRANCHES TO WAINSCOT
2. NEW
A. NEW UNDERGROUND DUCT AND REQUIRED BRANCHES
B. NEW SUPPLY GRILLES THROUGHOUT
C. ADD THREE (3) OH FANS
D. VERIFY EXISTING OVERHEAD HVAC CAPACITY
E. PROVIDE A BALANCE REPORT
CODE REQUIREMENTS
1. ADDRESS ALL NATATORIUM ADA ISSUES (SEE INDIVIDUAL OPTIONS)
A. DRAINAGE/SLOPES
B. ACCESS (POOLS, DECK, FEATURES)
2. UPDATE SIGNAGE/HARDWARE TO COMPLY WITH UPDATED EXITING PLAN
3. IDENTIFY ITEMS THAT DO NOT MEET OTHER BUILDING CODES
UNDERGROUND DUCT
3/64" = 1'-0"
NATAORIUM FOOTPRINT = 14,100 SF
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
3/64" = 1'-0"
DHV
OLC
1.02
AVON RECREATION CENTER: Pool Renovation 2024.08.29
FLOOR PLAN - PROPOSED
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
UNDERGROUND DUCT
FLOORING/PIPING
1. DEMO
A. REMOVE EXISTING CONCRETE DECK, DECK DRAINS, SANITARY PIPING.
B. REMOVE EXISTING COPING TO TOP OF POOL WALLS
C. REMOVE EXISTING LADDERS, RAILINGS, AND DECK MOUNTED ANCHORS
D. REMOVE EXISTING SHOWER PEDESTAL
2. NEW
A. UNDERLAYMENT PREP (NEED SOILS REPORT)
B. NEW SANITARY PIPING
C. NEW DECK DRAINS
D. NEW DECK (OPTONS: BROOM AND SANDSCAPE FINISH)
E. NEW PRE-CAST COPING
F. NEW ANCHORS LADDERS AND RAILINGS
G. BONDING TO NEW AND EXISTING METALS TO NEC 680 (DECK REBAR, ANCHOR,
EQUIPMENT)
H. REPAIR OR REPLACE EXISTING HOSE BIBBS OR PLACE ON NEW DECK
I. OPTIONS
J. DYE TEST FOR LEAK DETECTION
K. REPLACE EXISTING POOL PIPING WITH SCHEDULE 80 (NOT UNDER POOL
FLOOR)
L. NEW DECK SHOWERS (3) AND SANITARY DRAINS.
HVAC
1. DEMO
A. REMOVE UNDERGROUND HVAC DUCT AND ENCASEMENT
B. REMOVE COMPROMISED VERTICAL BRANCHES TO WAINSCOT
2. NEW
A. NEW UNDERGROUND DUCT AND REQUIRED BRANCHES
B. NEW SUPPLY GRILLES THROUGHOUT
C. ADD THREE (3) OH FANS
D. VERIFY EXISTING OVERHEAD HVAC CAPACITY
E. PROVIDE A BALANCE REPORT
CODE REQUIREMENTS
1. ADDRESS ALL NATATORIUM ADA ISSUES (SEE INDIVIDUAL OPTIONS)
A. DRAINAGE/SLOPES
B. ACCESS (POOLS, DECK, FEATURES)
2. UPDATE SIGNAGE/HARDWARE TO COMPLY WITH UPDATED EXITING PLAN
3. IDENTIFY ITEMS THAT DO NOT MEET OTHER BUILDING CODES
DECK SHOWERS
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
3/64" = 1'-0"
DHV
OLC
1.03
AVON RECREATION CENTER: Pool Renovation 2024.08.29
BASEMENT PLAN
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
POOL MECHANICAL ROOM (PMR) SCOPE
1. POOL SYSTEM CIRCULATION
A. NEW RECIRC AND FEATURE PUMPS (VFD FOR 7.5 HP PUMPS, OR INTEGRAL
VFD FOR SMALLER PUMPS).
B. REPLACE FLOW METERS, GAUGES. SIGNET 2551 MAGMETER ON RECIRC
SYSTEMS (NOT FEATURE PUMPS) AND 2.5" DIA. 316 STAINLESS STEEL
GAUGES ON ALL PUMPS.
C. NEW AUTOFILL FOR EACH POOL SYSTEM (DECK WELL W/ ELECTRONIC LEVEL
CONTROL (ELC-810)
2. POOL SYSTEMS SANITATION
A. NEW CHEMICAL CONTROLLERS FOR EACH POOL (BECSYS5)
B. ADD UV SANITATION (SECONDARY) TO EACH POOL SYSTEM. EVOQUA ETS
MEDIUM PRESSURE UV UNITS OR SIMILAR FOR ALL POOLS/SPAS. OPTION TO
ADD CLEARFLO (COST SAVINGS OVER LONG TERM) IF SAND FILTERS REMAIN.
C. CHEMICAL SEPARATION
D. REPLACE LIQUID MURATIC ACID WITH PULSAR ACIDPLUS.
3. POOL FILTRATION
A. OPTION REPLACE EXISTING SAND FILTERS WITH REGENERATIVE MEDIA
FILTER (EQUIPMENT AND PIPING MAYBE TOO TALL)
B. OPTION RECOMMENDED: REPLACE EXISTING SAND FILTERS WITH SIMILAR.
C. OPTION RECOMMENDED: REPLACE EXISTING MEDIA IN EXISTING SAND
FILTERS WITH TRITON
4. 5. POOL HEATERS
A. NO SCOPE IN BASE
5. HVAC
A. VERIFY VENTILATION SYSTEM IN MECHANICAL ROOM TO MITIGATE CURRENT
RUSTING, INCLUDING AIRFLOW, FRESH AIR INTAKE, GPM, ETC.
B. RECOMMENDATIONS FOR PROTECTION OF EXISTING RUSTED METALS.
C. VERIFY EXHAUST IN POOL CHEMICAL ROOMS. STORE CHEMICALS IN
APPROPRIATE ROOMS AND CONTAINERS.
6. ELECTRICAL
A. PMR MCC (VOLTAGE 480/3 PHASE). REPLACE WITH NEW PANEL WITH REMOTE
START AND STOP PANEL (LIFEGUARD ROOM). RECIRC PUMPS ARE
CONTROLLED AT VFD AND DO NOT REQUIRE MCC
B. ADD EMERGENCY STOPS FOR ALL POOLS IN APPROPRIATE LOCATIONS PER
ISPSC AND COLORADO
C. ADD NECESSARY ELECTRICAL FOR ITEMS DESCRIBED IN BASE AND OPTIONS
D. REPLACE CONDUIT IN PMR DUE TO RUST AND DENIGRATION.
3/64" = 1'-0"1 BASEMENT PLAN
3/64" = 1'-0"2 BASEMENT - Pool Equipment
HVAC MECHANICAL
NO WORK THIS AREA
HVAC MECHANICAL
NO WORK THIS AREA
STORAGE ROOM
CHLORINE STORAGE
KEEP DOOR CLOSED FOR HVAC
MCC AREA
3/64" = 1'-0"3 BASEMENT - Pool Equipment - Revised
REVISED FILTER LAYOUT
SEE REVISION
REPAIR (MAIN LINES), ONCE DECK IS
REMOVED, NEW EQUIPMENT AS NEEDED)
NEW DECK
150 SF
HOT TUB
EXISTING U/G HVAC DUCTVARIES180 SF
HOT TUB
REPLACE ENTIRE HOT TUB, INCLUDING
SHELL, PIPING, AND MECHANICAL
EQUIPMENT.
ADD ADA TRANSFER WALL BAR
NEW DECK
STAND UP JET THERAPY
JETS ALONG WALL SPACED 2'-0" O.C., TYP.
ADDITIONAL HOT TUB SEATING
NEW STAIR AND RAILINGS
HARTFORD LOOP
EXISTING U/G HVAC DUCTVARIESScale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.04
AVON RECREATION CENTER: Pool Renovation 2024.08.29
HOT TUB
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 HOT TUB OPTION A
1/8" = 1'-0"2 HOT TUB OPTION B
REWORK EXISTING ZERO-DEPTH
ENTRY TO 3' W X 9' L RAMP W/
LANDING TO EXISTING WALL
9" FROM DECK TO WL
NEW ADA LIFT
DEPTH OF WATER = 24"
ABANDON SLIDE AND PIPING
RAMP DN
LEISURE POOL
1. BEACH ENTRY (NON-ADA)
A. REPLACE EXISTING RAMP SURFACE.
B. REMOVE EXISTING DECK SURFACE. PREP TO 1:12 SLOPE ON
INSIDE.
C. NEW 2"X2" DALTILE OR SIMILAR.
D. ADD RAILING ON TWO SIDES TO ADA STANDARDS. USE 316L SS,
E. REQUIRED: ADD ADA LIFT, MOTION TREK 400 BY SPECTRUM IN
ADDITION TO REPAIR PER ABOVE.
2. REMOVE KIDDIE SLIDE AND CAP ALL PIPOING. REPLACE EXISTING
SPRAY FEATURES AT SHALLOW (1'-0" DEEP AREA) WITH NEW,
INCLUDING ENHANCED SPRAY FEATURES SUCH AS ASLIDE,
PLAYGROUND, INTERACTIVE TABLE OR SIMILAR FOR AGE
APPROPRIATE PLAY.
3. REPLACE OTHER VERTICAL SPRAYS
4. ADD EMERGENCY STOP TO POOL.
5. REPLACE WATERLINE TILE WITH 2"X2" DALTILE OR SIMILAR.
RAILING
1' DEPTH
2' DEPTH
REPLACE WATER FEATURES (4)
2'-6 DEPTH
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.05
AVON RECREATION CENTER: Pool Renovation 2024.08.29
LEISURE POOL
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 LEISURE POOL
PROVIDE NEW PORTABLE PLANK TO
ACCESS ISLAND FOR MAINTAINENCE.
SPLASH & RIVER POOL
1. RAMP
A. REPAIR EXISTING RAMP SURFACE. (RAMP IS ALMOST BUT NOT
COMPLETETELY ADA COMPLIANT BECAUSE OF RADIUS. FOR FULL
COMPLIANCE ADD OPTION 2)
B. REMOVE EXISTING RAILINGS, DECK SURFACE. PREP TO 1:12
SLOPE ON INSIDE.
C. NEW 2"X2" DALTILE OR SIMILAR.
D. ADD RAILING ON TWO SIDES TO ADA STANDARDS. USE 316L SS,
E. RECOMMENDED OPTION: ADD ADA LIFT. MOTION TREK 400 BY
SPECTRUM IN ADDITION TO REPAIR PER ABOVE.
2. REMOVE EXISTING BRIDGE TO ISLAND
A. ADD WATER FEATURE AT EXISTING CONNECTION (VERIFY GPM,
NEW ANCHOR)
B. ADD REMOVABLE CUSTOM PLANK TO ACCESS ISLAND FOR
MAINTENANCE
3. ADD EMERGENCY STOP TO SLIDE AND POOL.
4. REPLACE WATERLINE TILE WITH 2"X2" DALTILE OR SIMILAR.
5. REPLACE VERTICAL SPRAYS
6. REPLACE EXISTING SPRAY FEATURES WITH NEW, INCLUDING
ENHANCED 1' DEEP ZONE FEATURES, (SLIDE, PLAYGROUND,
INTERACTIVE TABLE OR SIMILAR)
REPAIR RAMP (SEE NOTES)
REMOVE "BRIDGE"
ADD NEW SPRAY FEATURE AT
EXISTING WATER CONNECTION,
VERIFY PIPING AND PUMP
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.06
AVON RECREATION CENTER: Pool Renovation 2024.08.29
SPLASH & RIVER POOL
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 SPLASH & SWIM CHANNEL POOL
OPTION A: ADD CONCRETE GUTTER.
1. DEMO
A. SAW CUT TO REQUIRED DEPTH, INCLUDING BOND BEAM
B. REMOVE ALL SKIMMERS, ABONDON LINE
C. REMOVE LADDERS AND DECK ANCHORS
D. DEMO BASKETBALL HOOP AND ANCHORS
2. NEW
A. DOWEL AND PREP CONCRETE
B. ADD 210 LF OF GUTTER (WITH INTEGRAL SURGE
CAPACITY)
C. DOWEL AND PREP CONCRETE
D. WATERPROOF GUTTER FROM POOL TO DECK
E. ADD INLETS AS NEEDED FOR FLOW RATES.
F. UPGRADE PIPING AND CONTROLS
G. VERIFY FILTRATION, SANITATION, CIRCULATION, HEATING
H. INSTALL NEW LADDERS AND DECK ANCHORS
I. ADD VOLLEYBALL ANCHORS+NET
J. ADD BASKETBALL HOOP AND ANCHORS
K. THREE (3) NEW STARTING BLOCKS TO MATCH EXISTING
L. NEW WATERLINE TILE WITH 2"X2" DALTILE OR SIMILAR.
2,940 SF
LAP POOL
31
'
-
0
"
NEW GUTTER
NEW STARTING BLOCKS (3)
EXISTING STARTING BLOCKS (2)
DIVING BOARD
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Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.07
AVON RECREATION CENTER: Pool Renovation 2024.08.29
LAP POOL OPTION A
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 LAP POOL OPTION A
OPTION B: ADD CONCRETE GUTTERS AND ADD 6TH LANE.
1. DEMO -SAME AS OPTION A, PLUS:
A. EXCAVATE FOR NEW LANE. PIPING REROUTING (IF
SCHEDULE 40 TO REMAIN)
B. SAW CUT POOL SHELL AT LEFT EDGE
C. REMOVE DIVING BOARD.
D. REMOVE CLIMBING WALL
2. NEW -SAME AS OPTION A, PLUS:
A. COMPACT SOIL UNDER SHELL.
B. ADD 210 LF OF GUTTER (WITH INTEGRAL SURGE CAPACITY)
C. BRING DIVE POOL DEPTH TO 7’
D. ADD AQUA ZIP’N
E. ADD TWO (2), 2 PANEL X 4 PANEL HIGH CLIMBING WALL
F. ADD LANE DIVIDER FOR SIXTH LANE TO MATCH EXISTING
G. 4 NEW STARTING BLOCKS TO MATCH EXISTING
H. NEW WATERLINE TILE WITH 2"X2" DALTILE OR SIMILAR.
OPTION C: KEEP SKIMMERS AND ADD 6TH LANE
1. SAME AS OPTION B, BUT DON'T REPLACE SKIMMERS WITH
GUTTERS.
2. ADD SKIMMERS AS NEEDED.
3. REPLACE WATERLINE TILE WITH 2"X2" DALTILE OR SIMILAR.
AQUA ZIP'N
NEW CLIMBING
WALLS
NEW GUTTER
DEMO WALLS (RED DASH)
NEW WALLS (BLUE)
ADDITIONAL POOL AREA FOR 6TH LANE
NEW GUTTER
3,270 SF
LAP POOL
NEW LANE DIVIDER
NEW STARTING BLOCKS (4)
EXISTING STARTING BLOCKS (2)
NEW LADDERS (4)
FILL IN FLOOR TO 7' DEEP.
SLOPE BACK TO EXISTING
Scale:
Date:
Drawn by:
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Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.08
AVON RECREATION CENTER: Pool Renovation 2024.08.29
LAP POOL OPTION B+C
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 LAP POOL OPTION B
OPTION D: ENTIRELY NEW POOL
1. SAME LAYOUT/ FEATURES AS OPTION B BUT AT COMPETITION
DEPTH/ LENGTH
2. REMOVE EXISTING SHELL, PIPING AND ACCESSORIES
3. ADD NEW POOL SHELL, DIAMOND-BRITE FINISH, TILE
MARKERS/WATERLINE
4. REPLACE ALL PIPING, NEW FILTRATION, SANITATION,
CIRCULATION. VERIFY HEATING
5. NEW LIGHTING, LADDERS, ACCESSORIES
CLIMBING WALL AQUA ZIP'N
NEW GUTTER
NEW STARTING BLOCKS (4)
EXISTING STARTING BLOCKS (2)
NEW GUTTER
NEW LADDERS (4)
3,270 SF
LAP POOL
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.09
AVON RECREATION CENTER: Pool Renovation 2024.08.29
LAP POOL OPTION D
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 LAP POOL OPTION D
EXTERIOR DECK EXPANSION
1. REMOVE SECTION OF EXISTING WALL AT PLAN
NORTH SHOWN IN BLUE (1)
2. OPTIONAL REMOVE SECTIONS SHOWN IN RED
(2)
3. AT OPENINGS, ADD OH DOOR
4. ADD OUTDOOR DECK
5. ADD 6' HIGH ALUMINUM PERIMETER FENCE
WITH EXIT GATE
6. REPLACE LANDSCAPE AND IRRIGATION TO
SIDEWALK.
OPTIONAL OPENINGS
NEW FENCE
REPLACE EXISTING FENCE AT EXISTING PATIO WITH NEW 6'
HIGH ALUM FENCE, EXCEPT AT PLAN EAST.
REPLACE EXISTING GATE WITH NEW WITH PANIC
HARDWARE AND SECURITY SCREENING
EXITING GATE TO REMAIN
EXIT GATE WITH PANIC HARDWARE
AND SECURITY SCREEN
EXITING SECTION OF FENCE TO REMAIN
EXTERIOR OPENING
EXISTING EDGE OF SIDEWALK
NEW OUTDOOR DECK
INFILL WITH LANDSCAPING
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.10
AVON RECREATION CENTER: Pool Renovation 2024.08.29
OUTDOOR DECK EXPANSION
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 OUTDOOR DECK EXPANSION
OPTION A
1. ADDS 420 SF OF ENCLOSED SPACE AND DECK UNDER EXISTING ROOF.
2. REMOVE EXTERIOR WALL AND DECK
3. ADD FOUNDATIONS ON TWO SIDES
4. ADD ENCLOSING WALL TO MATCH ON PLAN WEST
5. NEW WALL AT DECK SIDE REUSING EXISTING DOORS
6. NEW DECK AND DECK DRAINS
7. ADD VENTILATION AND FAN
8. NEW CEILING WITH INSULATION ABOVE
9. RELOCATE EXIT SIGNS
10. REPLACE EXISTING FENCE WITH 6' HIGH NEW FENCE AND ACCESS GATE TO
PLAN NORTH
11. MAINTAIN EXIT PATH, REQUIRED WIDTHS AND ADD NEW EXIT GATE WITH
PANIC HDWR AND SECURITY SCREENING
350 SF
PATIO ENCLOSURE
ACCESS GATE
EXIT GATE
NEW FENCE
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.11
AVON RECREATION CENTER: Pool Renovation 2024.08.29
PATIO ENCLOSURE OPTION A
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 PATIO ENCLOSURE OPTION A
350 SF
PATIO ENCLOSURE
620 SF
PARTY ROOM
OPTION B
1. ADDS 1,050 SF OF ENCLOSED SPACE AND DECK
2. SAME AS OPTION A BUT ADDS AREA TO LEFT (PLAN WEST)OF
CURRENT ROOFED PATIO.
3. SAME CONSTRUCTION AS ABOVE BUT ADDS NEW COLUMNS AND
ROOF.
Scale:
Date:
Drawn by:
Rev'd by:
Sheet #:
2000 LAWRENCE ST
DENVER, CO 80205
T: 303.294.9244
www.olcdesigns.com
Address:
Issued:
Status:
1/8" = 1'-0"
DHV
OLC
1.12
AVON RECREATION CENTER: Pool Renovation 2024.08.29
PATIO ENCLOSURE OPTION B
2024.08.29
Budgeting
90 Lake Street, Avon, CO 81620
1/8" = 1'-0"1 PATIO ENCLOSURE OPTION B
RFP-22- Meyer’s Pool Replacement A/E Services | 6City of Avon | CIP15029 Design-Build Recreation Center Pool Deck Reconstruction and Improvements Project
QUALIFICATIONS AND EXPERIENCE3
A.D. Miller Services Inc., is a boutique Commercial General Con-
tractor that specializes in providing CM/GC services to private
and public entities on select project types with construction costs
of up to $25MM. A.D. Miller performs a critical analysis of every
potential project to ensure the proper focus on the project and
provide the utmost quality with outstanding results.
A.D. Miller employs a targeted approach in reviewing potential
projects by choosing to specialize in the following areas as evi-
denced by our project mix listed:
Pool and Aquatic Facilities - New Construction & Refresh
• Last 5 years: 10 Projects with cumulative value $23M
Recreation / Amenity Centers - New Construction & Remodel
• Last 5 years: 2 Projects with cumulative value $13M
Parks / Event Structures – New Construction & Refresh
• Last 5 years: 4 Projects with cumulative value $4.5M
Government/Municipal – New Construction & Remodel
• Last 5 years: 12 Projects with cumulative value $33M
Education (Pre-K thru 12) – New Construction & Remodel
• Last 5 years: 24 Projects with cumulative value $38M
Medical Facilities – New Construction and Tenant Improvement
• Last 5 years: 10 Projects with cumulative value $5M
ADM+OLC RELEVANT PROJECTS
• Aurora Highland Aerotropolis Aquatic Center,
Aurora, CO (OLC, Doni Visani)
• Ken Caryl Ranch House Pool, Littleton, CO
(OLC, Doni Visani)
• Glennon Heights Pool, Lakewood, CO (OLC,
Doni Visani)
• Town of Limon Pool and Pool House, Limon,
CO (OLC, Dan Potter)
• Woodmoor Country Club Pool, Monument,
CO (OLC, Doni Visani)
• State of Colorado, Colorado School of Mines
Early Childhood Education Center, $ 6.9M
OLC Architecture, Interiors and Aquatics designs community spaces
for health and play, often centered around aquatics. It’s a passion
our founders dove into in 1961, and a space we’ve been playing in
ever since. Based out of Denver, we’ve engaged with 600+ clients
world-wide to create community spaces with competition pools,
and outdoor water parks with elements like slides, splash pads,
and lazy rivers to encourage play. We love to create and renovate
spaces that foster connection through aquatics, recreation, fitness,
and wellness because we care about the health of each community
we collaborate with in the design process.
Our design process is enriched by our collaborative spirit, creative
commitment and client-centered attitude. We partner clients’
business goals and strategic insights with our aesthetic vision, deep
experience, and problem solving skills to create superior outcomes
and a successful design project. Everyone at OLC is committed to
truly understanding each client’s unique needs and is dedicated
to adding value through design by delivering maximum impact for
each dollar invested. Value-conscious, client-centered, custom-
fitted design is a strategic investment for every owner. We apply
principles of smart design to honor that investment and to produce
measurable returns.
The secret to the design success experienced by our clients is
easily explained.
• Treat each new assignment as a fresh challenge.
• Listen to our client’s agenda.
• Respect their priorities.
• Focus on enrichment of the member experience.
• Stay abreast of thought leaders in the industry.
• Most of all, believe in the power of design to change lives for
the better.
We look forward to the opportunity to work with the Town of Avon
on the design/build of your new Recreation Center Pool Deck. We
currently have the availability and staffing to manage your project
well and guide it to a smooth completion.
Over 35
Years in Business
Colorado Pre-Construction and
Construction Service Provider
Avon Recreation Center Pool Reconstruction
and Improvements
- Base Scope Budget Cost Estimates
- Optional Scope Budget Cost Estimates
Summary Budget Cost Estimate
BASE SCOPE ITEMS
DESCRIPTION OF BASE SCOPE ITEMS NOTES AND CLARIFICATIONS
LOW HIGH ARCH AQUA STRC MECH PLBG ELEC
1. REPLACEMENT OF DECK, DRAINS AND COPING 1,163,609.10$ 1,315,384.20$ R Review/Secondary role (May require design in next phase)
1a. Add for Dye Tests and Upgrade/ Replace all pool piping with Schedule 80 539,159.10$ 609,484.20$ D Direction (Will require design in next phase)
1. DEMO
a. Remove existing concrete deck, deck drains, sanitary piping.123,337.50$ 139,425.00$ D
b. Remove existing coping to top of pool walls 25,012.50$ 28,275.00$ D Not required at lap pool if it receives a SS gutter.
c. Remove existing ladders, railings, and deck mounted anchors 6,779.25$ 7,663.50$ D This is recommended if pool deck is replaced.
SUBTOTAL $ 155,129.25 $ 175,363.50
2. NEW
a. Underlayment prep (need soils report)44,792.50$ 50,635.00$ D R
b. New Sanitary Piping Connection 43,700.00$ 49,400.00$ D
c. New Deck Drains (Integral Sloping)287,500.00$ 325,000.00$ D
d. New Deck Broom Finish 209,643.85$ 236,988.70$ D Standard gray concrete with broom finish. Most economical approach
d2. Sandscape Finish Add (Recommended)40,250.00$ 45,500.00$ Recommend for highest slip resistance at pool deck and aesthetic
d3. Add integral color to mix; for either sandscape or broom 17,250.00$ 19,500.00$ Add color to improve and enhance look / define areas
e. New pre-cast coping 92,701.50$ 104,793.00$ D New coping can be either a CIP coping stone or a pre-cast stone.
f. New anchors ladders and railings 53,112.75$ 60,040.50$ D New anchors and ladders should be provided if the pool deck is being replaced.
g. Install 5 new pool showers / relocate deck shower 39,675.00$ 44,850.00$ D
h. Bonding to new and existing metals to NEC 680 (deck rebar, anchor, equipment)24,725.00$ 27,950.00$ D All metals, new/existing anchors, and equipment must be bonded per NEC 680.
SUBTOTAL $ 853,350.60 $ 964,657.20
3. OPTIONAL
a. Dye Test for leak detection 11,362.00$ 12,844.00$ R
b. Replace existing pool piping with Schedule 80 (not under pool floor)527,797.10$ 596,640.20$ R If the pool decking is being removed, ADM / OLC recommends replacing all
backfilled SCH 40 pool piping with SCH 80. SCH 80 piping should be backfilled per
SUBTOTAL $ 539,159.10 $ 609,484.20
2. HVAC
2a. Natatorium Duct Replacement & Overhead Fans 432,342.50$ 498,335.00$
2b. Pool Mechanical Room Ventilation 70,725.00$ 79,950.00$
2c. Option Add - Fix Heat Bypass Serving Natatorium for Energy Efficiency 34,500.00$ 135,000.00$
2a. Natatorium Duct Replacement
1. DEMO
a. Remove underground HVAC duct and encasement 21,217.50$ 23,985.00$ D
b. Remove compromised vertical branches to wainscot 20,125.00$ 22,750.00$ D
2. NEW
a. NEW underground duct and required branches 327,750.00$ 370,500.00$ R D
b. New supply grilles - Option 17,250.00$ 19,500.00$ R D
c. Add OH fans (determine if 1,2 or 3)23,000.00$ 35,600.00$ R D D
3. Verify Existing OH HVAC 5,750.00$ 6,500.00$ D
4. Balance Report 17,250.00$ 19,500.00$ D
SUBTOTAL $ 432,342.50 $ 498,335.00
2b. Pool Mechanical Room Ventilation
5. POOL MECHANICAL ROOM
a. Verify and add ventilation system in mechanical room to mitigate current rusting,
including airflow, fresh air intake, GPM, etc.51,750.00$ 58,500.00$ D D Dependent upon pool volume changes and potential pump HP variations.
b. Recommendations for protection of existing rusted metals. TBD TBD R D Required per ISPSC and Colorado Pool Code. Conduit routings can easily be
provided if deck is replaced. c. Verify and add exhaust in Pool Chemical Room 18,975.00$ 21,450.00$ Major Safety and Operation Issue
SUBTOTAL $ 70,725.00 $ 79,950.00
BUDGET RANGE DESIGN & ENGINEERING SCOPE
Town of Avon - Recreation Center Pool Improvements
SUMMARY BUDGET COST ESTIMATES - BASE SCOPE ITEMS
8/30/2024
Page 1 of 5
BASE SCOPE ITEMS
DESCRIPTION OF BASE SCOPE ITEMS NOTES AND CLARIFICATIONS
LOW HIGH ARCH AQUA STRC MECH PLBG ELEC
BUDGET RANGE DESIGN & ENGINEERING SCOPE
2c. Option Add - Fix Heat Bypass Serving Natatorium for Energy Efficiency
6. Fix Heat Bypass in Pool Mechanical Area Serving Natatorium, etc. 34,500.00$ 135,000.00$ R D Range of Cost - Pending Depth of Issues and Needed Repairs. Allowance range held.
3. ELECTRICAL 878,255.00$ 992,810.00$
1. Pool Mechanical MCC (Voltage 480/3 Phase to 240/3 Phase?). Replace with new panel with remote
start and stop panel (lifeguard room). Recirc pumps are controlled at VFD and do not require MCC 756,930.00$ 855,660.00$
R D D Suggest review scope and approach with client and Electrical EOR to work through
most cost effective approach to size/ configuration of new MCC, etc. Includes
upgrades of conduits and feeders due to rust and degradation that will not pass
inspection.
2. Add Emergency Stops for all pools in appropriate locations per ISPSC and Colorado 21,275.00$ 24,050.00$ R D
3. Add necessary electrical for items described in base scope of work 44,275.00$ 50,050.00$ R D Pending final scope and impacted electrical items. Range provided as anticipated.
4. Replace conduit in PMR due to rust and denigration.55,775.00$ 63,050.00$ R D D
4. POOL MECHANICAL ROOM (PMR)
1. Pool System Circulation
a. New recirc and feature pumps (VFD for 7.5 HP pumps, or integral VFD for smaller pumps).132,467.35$ 149,745.70$ D R Significant energy savings. If existing motors are re-used, Class F Insulation is
required. b. Replace flow meters, gauges. Signet 2551 MagMeter on recirc systems (not feature pumps) and
2.5" dia. 316 Stainless Steel gauges on all pumps. 29,882.75$ 33,780.50$ D R Signet 2551 MagMeter on recirc systems and 2.5" 316SS gauges on all pumps.
c. New autofill for each pool system (deck well w/ Electronic Level Control (ELC-810)45,821.75$ 51,798.50$ D R New static waterlines for these systems can only be installed if the deck is removed.
SUBTOTAL 208,171.85$ 235,324.70$
2. Pool Systems Sanitation
a. New chemical controllers for each pool (BECSys5)27,761.00$ 31,382.00$ D Recommend minimum BECSys5 for communication with new VFDs.
b. Add UV Sanitation (secondary) to each pool system. Evoqua ETS medium pressure UV units or
similar for all pools/spas. Option to add ClearFlo (cost savings over long term) if sand filters remain. 79,934.20$ 90,360.40$ D Recommend Evoqua ETS medium pressure UV units or similar for all pools/spas.
b2. Clearflow option 58,576.40$ 66,216.80$
c. Chemical Separation D Two separate rooms are existing and can be re-used. Ventilation needs to be
upgraded. Signage and cleanup.a. Replace liquid Muriatic Acid with Pulsar AcidPlus.13,742.50$ 15,535.00$ D
SUBTOTAL 180,014.10$ 203,494.20$
3. Pool Filtration
a. OPTION Replace existing sand filters with regenerative media filter (equipment and piping maybe
too tall)490,599.20$ 554,590.40$ D Confirm field dimensions - equipment and piping maybe too tall for space
b. OPTION Recommended: Replace existing sand filters with similar.137,137.50$ 155,025.00$ D
c. OPTION Recommended: Replace existing media in existing sand filters with Triton 51,566.00$ 58,292.00$ D
SUBTOTAL 679,302.70$ 767,907.40$
4. Pool Heaters N/A N/A
a. Not in scope Current boilers are functional and with maintenance will continue to operate. Older
systems which are much less efficient than new boilers if desired.
5. CODE 46,000.00$ 52,000.00$
1. Address all Natatorium ADA issues (see individual OPTIONS below)D R ADA lifts required at all pools. Options below
a. Drainage/Slopes With Pool Deck Replacement With Pool Deck Replacement 2% per CO Pool Code and ADA.
b. Access (pools, deck, features) TBD TBD Existing pool ramps cannot be made ADA compliant due to curves and cross slopes.
2. Exiting Plan implications (if any)17,250.00$ 19,500.00$ D Allowance allocation
3. Identify items that do not meet other building codes 28,750.00$ 32,500.00$ D Allowance allocation
Page 2 of 5
OPTIONAL SCOPE ITEMS
DESCRIPTION OF OPTIONS SCOPE ITEMS NOTES AND CLARIFICATIONS
LOW HIGH ARCH AQUA STRC MECH PLBG ELEC
1. HOT TUB R Review/Secondary role (May require design in next phase)
D Direction (Will require design in next phase)
A. OPTION: Repair 250,000.00$ 375,000.00$ R D Range for repairs. Cost would be reduced greatly if piping (Schedule 80)
replacement was performed.
1. Investigate once deck is removed. Give range to repair. Assumes best case scenario.
2. Repair shell piping and connections If the pool decking is being removed, ADM recommends replacing all backfilled SCH
40 pool piping with SCH 80. SCH 80 piping should be backfilled per Geotechnical 3. New equipment in PMR as needed Match other pool systems in PMR for operator ease.
B. OPTION: Replace Entirely (158 SF Spa)537,625.00$ 607,750.00$ R D ADM / OLC recommends this option given the potential cost of repairs.
1. Remove entirely
2. Replace with similar layout, features, finishes
3. New equipment in PMR Match other pool systems in PMR for operator ease.
4. Add emergency stop Required per ISPSC and Colorado Pool Code. Conduit routings can easily be
provided if deck is replaced.
2. SPLASH AND SWIM CHANNEL POOL
1. Repair existing ramp surface - Not in Compliance 90,401.50$ 102,193.00$ D R Ramp is almost but not completely ADA compliant because of radius. For full
compliance add OPTION 2a. Remove existing railings, deck surface. Prep to 1:12 slope on inside.Existing pool ramps cannot be made ADA compliant due to curves and cross slopes.
b. New 2"x2" Dal-Tile or similar.Recommend 2"x2" Dal-Tile or similar.
c. Add railing on two sides to ADA standards. Use 316L SS Recommend new 316L SS railing, but it will not be ADA compliant.
2. OPTION: Recommended: Add ADA lift. Motion Trek 400 by Spectrum Motion Trek BP300 is portable*22,568.75$ 25,512.50$ R D Motion Trek 400 by Spectrum or similar.
3. Bridge to Island D R
a. Remove existing bridge 8,970.00$ 10,140.00$
b. Add water feature at existing connection (verify gpm, new anchor)40,250.00$ 45,500.00$ D GPM will need to be verified with new plans. New anchor will be required in
conjunction with deck replacement.c. Add removable custom plank to access island for maintenance 9,200.00$ 10,400.00$ Defer to Arch and Operations Staff
4. Add emergency stop to slide and pool 18,975.00$ 21,450.00$ R D Required per ISPSC and Colorado Pool Code. Conduit routings can easily be
provided if deck is replaced.
3. LEISURE POOL
1. Add ADA lift. Motion Trek 400 by Spectrum (See above)22,568.75$ 25,512.50$ R D Spec/ Recommendation - Motion Trek 400 by Spectrum or similar.
2. Zero depth ramp and tile replacement per drawings 112,534.40$ 127,212.80$ D R May not be possible with area provided. 1:12 pool slope required per code. 9" Deck-
to-water already requires 9ft. 3. Remove Kiddie Slide and abandon (see explanation)7,360.00$ 8,320.00$ R D Assumes reuse of water connection from slide to new play feature. Water depth is
not in conformance for slide.
4. Replace Basketball Hoop and anchors with new. Add Volleyball anchors+net 15,542.25$ 17,569.50$ R D New anchors and bball/vball features should be provided if the pool deck is being
replaced. 5. Replace existing spray features with new, including enhanced 1' deep (slide, playground, interactive
table or similar)
51,750.00$ 58,500.00$ R D Pressures and flow rates and existing pipe sizes would need to be evaluated to
determine feature availability.
Town of Avon - Recreation Center Pool Improvements
SUMMARY BUDGET COST ESTIMATES - OPTIONS SCOPE ITEMS
8/30/2024
BUDGET RANGE DESIGN & ENGINEERING SCOPE
Page 3 of 5
OPTIONAL SCOPE ITEMS
DESCRIPTION OF OPTIONS SCOPE ITEMS NOTES AND CLARIFICATIONS
LOW HIGH ARCH AQUA STRC MECH PLBG ELEC
BUDGET RANGE DESIGN & ENGINEERING SCOPE
4. LAP POOL
A. OPTION: Add Concrete Gutter 842,789.00$ 952,718.00$ R D R R LAP POOL
1. DEMO 98,440.00$ 111,280.00$
a. Saw cut to required depth, including bond beam
b. Remove all skimmers, abandon lines
6. Remove ladders and deck anchors e. SS gutter with integral surge capacity, OR a surge tank will be required to be
built. Dropouts from SS gutter routed to surge tank.2. NEW 709,849.00$ 802,438.00$
a. Dowel and prep concrete
b. Add 210 LF of Gutter (with integral surge capacity)
c. Dowel and prep concrete
d. Waterproof gutter from pool to deck b. Create a concrete structural “shelf” for stainless steel gutter to be installed
within.e. Add inlets as needed for flow rates.a. Saw cut and remove existing pool bond beam, pool coping, and skimmer
f. Upgrade piping and controls c. Install stainless steel gutter and grating around entire perimeter.
g. Verify filtration, sanitation, circulation, heating d. Core/cap/abandon all wall inlets, replace with pressure tube at stainless steel
gutterh. install new ladders and deck anchors e. SS gutter with integral surge capacity, OR a surge tank will be required to be
built. Dropouts from SS gutter routed to surge tank.
B. OPTION: Add Concrete gutters and add 6th lane.1,714,387.80$ 1,938,003.60$ R D R R f. Abandon existing skimmer lines
1. DEMO - same as above, PLUS:55,447.25$ 62,679.50$
a. Excavate for new lane. Piping rerouting (if schedule 40 to remain)
b. Saw cut pool shell at left edge
c. Remove diving board.B. Add 6 th lane to existing pool, modify depths, add peninsula wall options
2. NEW - same as above, PLUS:850,651.55$ 961,606.10$
a. Compact soil under shell.
b. Add 250 LF of Gutter (with integral surge capacity)g. Re-use main drain lines; pass through surge tank with a float valve
3. Bring Dive Pool depth to 7’.a. While pool structure additions can potentially be done, ADM/ OLC does notes
some risks with this approach. 4. Add Aqua Zip’n b. Filling in for shallower water depth can be done successfully if desired.
5. Add 2 panel x 4 panel High Climbing Wall c. Need footings in the pool deck for Aqua Zipn and Climbing Wall anchors.
6. Add Lane Divider for sixth lane to match existing d. Peninsula wall can be added if desired. However C-H does not recommend due
to pool water circulation and blind spot creation.
7. 4 new starting blocks to match existing C. Replace entire pool to 6-lanes wide option
9. Rebuild steps to pool b. A small bump out for deep water activities can be made at the side of the pool.
Alternatively, climbing walls can be installed at the side walls of the pool at the deep
C. OPTION: Keep existing skimmers and add 6 th lane.589,110.50$ 665,951.00$ R D R R f. Abandon existing skimmer lines
Same as above, but don't replace skimmers with gutters
D. OPTION: Entirely New Pool 2,475,087.50$ 2,797,925.00$ R D R R
1. Same layout/ features as OPTION B but at competition depth/ length
2. Remove existing shell, piping and accessories
3. Add new pool shell, diamond-brite finish, tile markers/waterline
4. Replace all piping, new filtration, sanitation, circulation. Verify heating
5. New lighting, ladders, accessories
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OPTIONAL SCOPE ITEMS
DESCRIPTION OF OPTIONS SCOPE ITEMS NOTES AND CLARIFICATIONS
LOW HIGH ARCH AQUA STRC MECH PLBG ELEC
BUDGET RANGE DESIGN & ENGINEERING SCOPE
5. WATERLINE TILE
A. Remove and Replace 188,640.25$ 213,245.50$ D Recommend Dal-Tile 2"x2" tile or similar for all pool/spa perimeters (except for Lap
Pool if SS gutter is installed)1. Assume complete replacement with 2" x 2" tile
a. At Splash and Swim Channel Pool 60,725.75$ 68,646.50$
b. At Leisure Pool 55,717.50$ 62,985.00$
c. At Lap Pool OPTION C, remove and replace. All other Options are new.72,197.00$ 81,614.00$ Not required if SS gutter is installed. Waterline tile goes away.
6. EXTERIOR DECK EXPANSION 261,970.00$ 296,140.00$
1. Remove section(s) of existing wall at Lap Pool end D R
2. Add OH door, sliding doors, man door?D D R
3. Add outdoor deck and fence D
7. PATIO ENCLOSURE
A. OPTION-Fence Only 32,200.00$ 36,400.00$
1. Existing fence is not code compliant height. Replace with 6' high fence.D
2. Existing gate is not an exit. Replace with one with panic hdwr, security screen and path to public way.D
B. OPTION 394,220.00$ 450,640.00$
1. Adds 350 SF of enclosed space and deck under existing roof.
2. Remove exterior wall and deck D D
3. Add foundations on two sides D D
4. Enclose left side D D
5. New wall at deck side reusing existing doors D D
6. New deck and deck drains D D D
7. Add ventilation and fan D D D D
8. New ceiling with insulation above D D
9. Relocate exit signs D D D
10. Maintain exit path, required widths and add new exit gate with hdwr.D D
C. OPTION 791,200.00$ 894,400.00$
1. Adds 620 SF of enclosed space and deck
2. Same as above but adds area to left of current roofed patio.D D D D D
3. Same construction as above but adds new columns and roof.D D
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