25.03.28 SCA Baker Builders, LLC
CO-1
Form Approved by Town Attorney – 05/15/2024
CHANGE ORDER
Order No.: 001
Date: March 28, 2025
Agreement Date: November 25, 2024
NAME OF PROJECT: East Nottingham Park Improvements
OWNER: Town of Avon, Colorado
CONTRACTOR: __Baker Builders, LLC dba Baker Constructors
The following changes are hereby made to the CONTRACT DOCUMENTS :
Justification: Changes detailed herein do not result in a change to the contract time.
See the Spreadsheet in Attachment A for a summary of the revised plan quantities, resulting in a
total contract adjustment of -$74,923.75. See Attachment B for the revised Drawings Listed
hereunder.
DEMO & SITEWORK ($9,314.00): This item includes the site works the grading change along
the south side of the Women’s Restroom Building for the increase foundation width and the
addition of a 2-foot-wide curb and gutter along the northside of the west parking lot. See Sheet C-
02, C-03, and C-04 attached for these design changes. The grading changes to the General
Contractor’s (GC) scope include 8 CY of both Excavation and Export of materials, adding
$1,110.13 to Line Item 16 & $174.93 to Line Item 18. The curb and gutter changes include an
additional 122 LF of asphalt sawcut adding $890.77 to Line Item 8 and $7,138.17 to Line Item 31
for the added 2-foot-wide curb and gutter installation. The total contract increase detailed herein
is $9,314.00.
LANDSCAPING (-$7,650.40): This item includes the site works the landscaping changes along
the southside of the Women’s Restroom Building for the 2-foot adjust to the South for the wider
building and gap between buildings. See Sheet L2.1 attached. Six (6) Deciduous Shrubs – 5 gal,
called out on the plans as 3 BT, 1 PL, & 2 RF, were removed from the project in this area. Six at
$1,168 is a credit of $7,008 to Line Item 66. Additionally, the River Rock Cobble was reduced
from 333 SF to 245 SF (-88 SF) at $7.30 per SF is a credit of $642.40 to Line Item 72. Additionally,
Avon wishes to substitute the 21,832 SF of Kentucky Bluegrass Seed for Native Seed, to be
updated on future plan Sheets. As both items are $0.37 per SF, this change reallocates $7,969.00
from Line Item 73 to Line Item 74. The total contract credit detailed herein is $7,650.40.
SITE FURNISHINGS ($0):
This acknowledges that the Water Bottle Filler Station in the contract was revised to stainless steel
and black finish and two bi-level drinking fountain & water bottle filling stations in the same finish
were added to the restroom plaza adjacent to the buildings. See details on Sheets L0.1 and location
on Sheet L1.1 attached. This results in a $0 adjustment to Line Item 83 and acknowledges an RFP
CO-1
Form Approved by Town Attorney – 05/15/2024
for additional Line Item for the new fountain type will need solicited and added via future Change
Order. Therefore, a contract increase of $0 is detailed herein.
OVERHEAD ELECTRIC BURY (-$96,348.41): Working with Baker Constructors, Holy Cross
Energy, and the ERWSD it was determined that a revised alignment on the Wastewater Treatment
Facility Site would be more beneficial to all parties. Revised Sheet C-04.1 attached was issued to
capture these changes. The additional vault at the WWTF tie-in location adds $5,548.00 to Line
Item 91. Asphalt surface impacts resulted in a reduction of 20 LF of asphalt cut, 94 tons of class 6
road base, and 64 tons of asphalt, respectively reducing Line Items 87, 89, & 90 by $10,585.76.
The Electric Primary Trenching w/ Conduit run was reduced by 161 LF, crediting back $74,236.66
to Line Item 92. Finally, the two 4-inch spare conduits previously run through the casing under the
Railroad were found to be capped at the ground surface, eliminating the need to excavate a 22 ft
deep trench on the northside and 14 ft deep trench on the south-side of the railroad, Line Item 93
a credit of $17,774 leaving $2,200 for the tie-in and sweeps to the existing conduit. A total credit
of $98,548.41 is detailed herein. Additionally, it is acknowledged that the length of Line Item 92
Electric Primary Trenching w/ Conduit between the railroad casing and the surface location of
conduit has not been determined and will be adjusted via future Change Order.
MODULAR EXTERIOR FINISHES ($3,169.30):
The Modular Finish changes are shown on See Sheets A1.01, A2.01, A2.02. A3.01, A5.30, A5.40
A5.60, A5.70 attached. Finish changes to the fascia include adding increasing the women’s
restroom building width from 12’ to 13’-10”, (5) 5-ft by 12-inch, (5) 18x12-inch, and (3) 18x18-
inch windows. Additionally, the two primary building entry doors were widened from 36 to 40-
inches. These doors and windows will be provided and installed on the modular building, but the
GC scope includes finishing and framing with rock fascia. The gap between the modular buildings
was widened from 2 to 4-inches and changed from rock veneer to an expansion joint as shown in
Detail 3, Sheet A5.30 and Detail 4, Sheet A5.40. This also acknowledges that alternative details
were removed from Sheet A5.20. These modular finish changes have both increased and decreased
labor and materials expenses but are generally considered to balance with the exception of the
increased width of the women’s restroom building. Line Item 98 ($178,137) contemplated the
Modular Exterior Finish, generally calculated at $77.30 per sq ft. The 22-inch width increase of
the women’s restroom adds approximately 41 sq ft of rock veneer totaling $3,169.30. Therefore,
a $3,169.30 contract increase is detailed herein for Line Item 98, Modular Exterior Finishes.
STRUCTURAL & FOUNDATION ($16,591.76): Line Item 99 ($286,774) contemplated the
Modular Foundation as a whole, which included both the micropile supports (Line Item 106:
$3,600 EA micropile, 29 Building micropiles, totaling $104,400) as well as the concrete
foundation (remaining $182,374). Additionally, Line Item 102 contemplated the Shade Canopy
Foundation ($32,774).
- The women’s restroom width was increased by 22-inches and a 2-inch gap was added between
the buildings for constructability of setting. The original concrete foundation ($182,374) had
a CL perimeter of 228 LF, or $799.86/LF. The larger foundation CL perimeter increase by 4’-
8”, or 4.67 LF, for the combined building foundations, increasing Modular Foundation Line
Item 99 by $3,732.68.
- Due to the increased width of the women’s restroom, and the future a Photovolatic system, the
structural minimum allowable capacity of the micropiles was increased from 40 to 55 KIPs
(compression) and 20 to 25 KIP (tension) on MP2 micropiles. The quantity of micropiles
CO-1
Form Approved by Town Attorney – 05/15/2024
remained unchanged (Buildings: 29, Canopy: 8). Each micropile, at $3,600 per Line Item 106,
was 22-feet deep at original loading, calculated to be $163.64/LF. The updated loading required
a redesign and resulted in a 24-foot deep micropile, adding $327.27 per each. Design revision
cost $750. Placing the design cost into the modular line item, Modular Foundation Line Item
99 increased by $10,240.90 and Shade Canopy Foundation Line Item 102 increased by
$2,618.18 for the micropile loading change.
- This also acknowledged that the canopy roof was increased from 10 to 15 psf dead load and
the Rain Canopy middle span was reduced by from 31’-9” to 31’-5”. However, the foundation
and steel sizes were unchanged.
See Sheets S0.01, S1.01, & S1.02 attached for documentation of these changes. Therefore, a total
contract change is quantified herein $16,591.76.
SPECIAL EVENTS DATES ($0): This item acknowledges the updated Special Events Calendar
as originally outlined in Section 33 of the Special Conditions of the Construction Agreement. See
Attachment C for the revised dates. Any further changes will be provided via CO or ASI 30-days
prior to the revised event date.
MODULAR DELIVERY SCHEDULE ($0): This acknowledges the updated anticipated modular
delivery schedule provided as Attachment D.
Change to CONTRACT PRICE: $ 74,923.75
Original CONTRACT PRICE: $ 3,940,836.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER $ 3,940,836.00
The CONTRACT PRICE due to this CHANGE ORDER will be decreased by $ 74,923.75.
The new CONTRACT PRICE including this CHANGE ORDER will be $ 3,865,912.25.
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased)(decreased) by 0 calendar days.
The date for completion of all work will be May 20, 2026.
APPROVALS REQUIRED:
Approved by Engineer: Nicole Mosby, Avon Senior Engineer
Accepted by Contractor: Terry Been, Baker Director of Construction
Accepted and Approved by Owner: Eva Wilson, Avon Engineering Director ______
Federal Agency Approval (where applicable): __________________
Nicole Mosby (Mar 28, 2025 17:04 MDT)
Nicole Mosby
N/A
Terry W. Been (Mar 31, 2025 08:38 MDT)
Terry W. Been
Eva Wilson (Mar 31, 2025 10:29 MDT)
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE BASE BID CHANGE IN
QUANTITY
CHANGE IN
COST
REVISED
QUANTITY REVISED PRICE
East Notthingham Park Improvements Project
1 Mobilization (9%) LS 1 354,675.00$ 354,675.00$ 0 -$ 1 354,675.00$
DEMO, REMOVAL & DISPOSAL
2 Curb and Gutter LF 578 1.46$ 844.00$ 0 -$ 578 844.00$
3 Concrete Walk / Concrete Stairs SF 3217 1.46$ 4,697.00$ 0 -$ 3217 4,697.00$
4 Asphalt SF 27454 1.20$ 32,931.00$ 0 -$ 27454 32,931.00$
5 Timber Stairs LS 1 1,460.00$ 1,460.00$ 0 -$ 1 1,460.00$
6 Timber Walls LF 308 1.46$ 450.00$ 0 -$ 308 450.00$
7 Trees EA 11 730.07$ 8,030.77$ 0 -$ 11 8,030.77$
8 Sawcut Asphalt Material LF 511 7.30$ 3,731.00$ 122 890.77$ 633 4,621.77$
9 Sawcut Concrete LF 29 7.30$ 211.70$ 0 -$ 29 211.70$
10 Asphalt Milling SF 20075 1.83$ 36,640.00$ 0 -$ 20075 36,640.00$
11 Drainage Chase EA 1 1,095.00$ 1,095.00$ 0 -$ 1 1,095.00$
12 Remove & Dispose of Elec. Vaults-Pads-Cabs-Recp LS 1 9,929.00$ 9,929.00$ 0 -$ 1 9,929.00$
13 Remove & Dispose of Ex. Lights EA 6 1,460.14$ 8,760.84$ 0 -$ 6 8,760.84$
14 Remove Flag Poles EA 2 730.00$ 1,460.00$ 0 -$ 2 1,460.00$
SUBTOTAL 110,240.31$ 890.77$ 111,131.08$
SITEWORK
15 Surveying LS 1 21,552.00$ 21,552.00$ 0 -$ 1 21,552.00$
16 Excavation CY 2040 138.77$ 283,084.00$ 8 1,110.13$ 2048 284,194.13$
17 Embankment CY 1680 58.41$ 98,121.00$ 0 -$ 1680 98,121.00$
18 Export CY 360 21.87$ 7,872.00$ 8 174.93$ 368 8,046.93$
19 Topsoil - 4" Import & Place CY 291 73.01$ 21,245.00$ 0 -$ 291 21,245.00$
20 Aggregate Road Base Cl 6 (Parking, 12") TN 1289 41.54$ 53,540.00$ 0 -$ 1289 53,540.00$
21 Aggregate Road Base (Path-Sidewalk-Pavers 6") TN 447 41.54$ 18,567.00$ 0 -$ 447 18,567.00$
22 Aggregate Road Base Cl 6 (Lake St. 4") TN 18 41.54$ 747.72$ 0 -$ 18 747.72$
23 Aggregate Road Base Cl 1 (Lake St. 12") TN 54 41.54$ 2,243.00$ 0 -$ 54 2,243.00$
24 Asphalt (Parking, Lake St., 5") (Grade SX PG 58-28) TN 589 287.65$ 169,424.00$ 0 -$ 589 169,424.00$
25 Asphalt (Path 4") (Grd SX PG 58-28) TN 148 277.43$ 41,059.00$ 0 -$ 148 41,059.00$
26 Asphalt (2" Overlay) (Grading SX PG 58-28) TN 273 68.59$ 18,726.00$ 0 -$ 273 18,726.00$
27 Asphalt (2" under pavers) (Grd SX PG 58-28) TN 57 39.96$ 2,278.00$ 0 -$ 57 2,278.00$
28 Asphalt Leveling TN 2 39.96$ 79.92$ 0 -$ 2 79.92$
29 12" Wide, 2" Deep Asphalt Shear Step (Lake St.) LF 95 17.52$ 1,664.40$ 0 -$ 95 1,664.40$
30 Rain Garden SF 309 28.35$ 8,761.00$ 0 -$ 309 8,761.00$
31 2' wide Concrete Curb & Gutter (Incl. Base Course) LF 418 58.51$ 24,457.00$ 122 7,138.17$ 540 31,595.17$
32 2.5' wide Conc. C/G (Lake Street) (Incl. Base Course) LF 27 108.16$ 2,920.32$ 0 -$ 27 2,920.32$
33 5" Concrete Walks SF 1896 15.46$ 29,312.00$ 0 -$ 1896 29,312.00$
34 Concrete Stairs (Incl. Base Course) SF 123 95.15$ 11,703.00$ 0 -$ 123 11,703.00$
35 Concrete Pavers (Incl. Sand) SF 4204 20.73$ 87,166.00$ 0 -$ 4204 87,166.00$
36 8" Concrete Edge Restraint (Pavers) LF 412 7.30$ 3,008.00$ 0 -$ 412 3,008.00$
East Nottingham Park Improvements Project Contract Summary CHANGE ORDER #1
37 Striping (4" White) LF 2008 2.38$ 4,773.00$ 0 -$ 2008 4,773.00$
38 Thermoplastic Pavement Marking SF 62 24.50$ 1,519.00$ 0 -$ 62 1,519.00$
39 Erosion & Sediment Control LS 1 25,969.00$ 25,969.00$ 0 -$ 1 25,969.00$
40 Construction Fencing LF 1328 29.20$ 38,781.00$ 0 -$ 1328 38,781.00$
41 Concrete Washout Structure EA 1 4,380.00$ 4,380.00$ 0 -$ 1 4,380.00$
SUBTOTAL 982,952.36$ 8,423.23$ 991,375.59$
UTILITIES
42 Surveying LS 1 6,074.40$ 6,074.40$ 0 -$ 1 6,074.40$
43 Traffic Control (Lake Street electric) LS 1 21,902.40$ 21,902.40$ 0 -$ 1 21,902.40$
44 4" DIP Water Service LF 96 151.72$ 14,565.00$ 0 -$ 96 14,565.00$
45 4" Gate Valve EA 1 2,190.40$ 2,190.40$ 0 -$ 1 2,190.40$
46 Relocate FH & Gate Valve LS 1 14,820.00$ 14,820.00$ 0 -$ 1 14,820.00$
47 6" DIP FH Waterline LF 17 194.20$ 3,301.40$ 0 -$ 17 3,301.40$
48 4" SDR35 Sewer Service w/ CO LF 50 248.22$ 12,411.00$ 0 -$ 50 12,411.00$
49 Fiber Optic-Trenching w/ Conduit* LF 141 51.78$ 7,301.00$ 0 -$ 141 7,301.00$
50 Install UM-30S Electric Vault EA 2 5,549.00$ 11,098.00$ 0 -$ 2 11,098.00$
51 Install UM1-13S Transformer Vault EA 2 5,549.00$ 11,098.00$ 0 -$ 2 11,098.00$
52 Electric Primary Trenching w/ Conduit* LF 281 84.69$ 23,797.00$ 0 -$ 281 23,797.00$
53 Electric Secondary Trenching w/ Conduit* LF 1606 50.00$ 80,308.00$ 0 -$ 1606 80,308.00$
54 Relocate Irrigation & Electric Handholes EA 3 511.00$ 1,533.00$ 0 -$ 3 1,533.00$
55 18"x30" Handhole EA 4 2,190.00$ 8,760.00$ 0 -$ 4 8,760.00$
56 8" Conduit Connecting Handholes LF 60 121.68$ 7,301.00$ 0 -$ 60 7,301.00$
57 Adjust FO Handhole Elevation EA 1 730.00$ 730.00$ 0 -$ 1 730.00$
58 Adjust Manhole Rim to Grade EA 2 219.00$ 438.00$ 0 -$ 2 438.00$
59 4" SDR35 PVC Downspout Piping LF 149 248.22$ 36,985.00$ 0 -$ 149 36,985.00$
60 4" SDR35 PVC Storm Pipe LF 114 248.22$ 28,297.00$ 0 -$ 114 28,297.00$
61 12"x4" PVC Reducer EA 2 730.00$ 1,460.00$ 0 -$ 2 1,460.00$
62 12" Ductile Iron Grate EA 2 292.00$ 584.00$ 0 -$ 2 584.00$
63 6" SDR35 PVC Storm Pipe LF 197 144.51$ 28,468.00$ 0 -$ 197 28,468.00$
64 8" SDR35 PVC Storm Pipe LF 40 29.21$ 1,168.40$ 0 -$ 40 1,168.40$
65 2'x2' Area Inlet EA 1 1,752.00$ 1,752.00$ 0 -$ 1 1,752.00$
SUBTOTAL 326,343.00$ -$ 326,343.00$
LANDSCAPING
66 Deciduous Shrubs - 5 Gal. EA 51 1,168.00$ 59,568.00$ -6 (7,008.00)$ 45 52,560.00$
67 Coniferous Shrubs - 5 Gal. EA 3 1,095.15$ 3,285.46$ 0 -$ 3 3,285.46$
68 Ornamental Grasses - 5 gal. EA 117 36.51$ 4,271.49$ 0 -$ 117 4,271.49$
69 Perennials - 1 Gal. EA 724 21.90$ 15,857.00$ 0 -$ 724 15,857.00$
70 Groundcover - 1 Qt Pots EA 354 21.90$ 7,753.00$ 0 -$ 354 7,753.00$
71 Shredded Cedar Bark Mulch - 3" Depth SF 6195 2.19$ 13,568.00$ 0 -$ 6195 13,568.00$
72 River Rock Cobble Mulch - 3" Depth SF 333 7.30$ 2,431.00$ -88 (642.40)$ 245 1,788.60$
73 Kentucky Bluegrass Seed SF 21832 0.37$ 7,969.00$ -21832 (7,969.00)$ 0 -$
74 Native Seed SF 1726 0.37$ 630.34$ 21832 7,969.00$ 23558 8,599.34$
75 Soil Pep - 2" Depth SF 1300 0.37$ 475.41$ 0 -$ 1300 475.41$
76 Angular Boulders EA 10 2,190.00$ 21,900.00$ 0 -$ 10 21,900.00$
77 Irrigation System and Equipment LS 1 171,102.49$ 171,102.49$ 0 -$ 1 171,102.49$
78 Plastic Edging LF 207 14.60$ 3,022.00$ 0 -$ 207 3,022.00$
79 Seat Walls with Stone Veneer and Stone Cap LF 463.25 484.86$ 224,613.00$ 0 -$ 463.25 224,613.00$
80 Metal Handrails LF 100 174.12$ 17,412.00$ 0 -$ 100 17,412.00$
SUBTOTAL 553,858.18$ (7,650.40)$ 546,207.78$
SITE FURNISHINGS
81 Removable Safety Bollards and Foundation EA 2 2,849.00$ 5,698.00$ 0 -$ 2 5,698.00$
82 Moveable Bike Racks EA 4 1,423.75$ 5,695.00$ 0 -$ 4 5,695.00$
83 Water Bottle Filler (including connection) EA 1 2,657.00$ 2,657.00$ 0 -$ 1 2,657.00$
SUBTOTAL 14,050.00$ -$ 14,050.00$
SITE LIGHTING
84 Street Lights EA 7 26,149.00$ 183,043.00$ 0 -$ 7 183,043.00$
85 Wall Lights EA 65 1,860.00$ 120,900.00$ 0 -$ 65 120,900.00$
SUBTOTAL 303,943.00$ -$ 303,943.00$
OVERHEAD ELECTRIC BURY
86 Mobilization LS 1 7,300.00$ 7,300.00$ 0 -$ 1 7,300.00$
87 Sawcut Asphalt Material LF 40 7.30$ 292.00$ -20 (146.00)$ 20 146.00$
88 4" Topsoil Remove, Stockpile & Replace CY 19 36.50$ 693.50$ 0 -$ 19 693.50$
89 Aggregate Road Base, Cl 6 TN 174 36.50$ 6,351.52$ -94 (3,431.28)$ 80 2,920.24$
90 Asphalt (Grading SX PG 58-28) TN 67 109.51$ 7,337.00$ -64 (7,008.48)$ 3 328.52$
91 Install UM-30S Electric Vault EA 2 5,548.00$ 11,096.00$ 1 5,548.00$ 3 16,644.00$
92 Electric Primary Trenching w/ Conduit* LF 905 461.10$ 417,293.00$ -161 (74,236.66)$ 744 343,056.34$
93 Connect to Existing RR Bore Conduit LS 1 19,274.00$ 19,274.00$ -0.9 (17,074.00)$ 0 2,200.00$
94 Remove & Replace Fencing LS 1 2,190.00$ 2,190.00$ 0 -$ 1 2,190.00$
SUBTOTAL 471,827.02$ (96,348.41)$ 375,478.61$
MODULAR RESTROOM HOOK UP & FINISHES
95 Electrical Hook Up LS 1 27,158.50$ 27,158.50$ 0 -$ 1 27,158.50$
96 Sewer Hook Up LS 1 63,048.50$ 63,048.50$ 0 -$ 1 63,048.50$
97 Water Hook Up LS 1 36,503.00$ 36,503.00$ 0 -$ 1 36,503.00$
98 Exterior Finishes LS 1 178,137.00$ 178,137.00$ 0.018 3,169.30$ 1 181,306.30$
99 Foundation (per structural plans) LS 1 286,774.00$ 286,774.00$ 0 13,973.58$ 1 300,747.58$
100 Coordination of Modular Restrooms Delivery and Setting LS 1 7,301.00$ 7,301.00$ 0 -$ 1 7,301.00$
SUBTOTAL 598,922.00$ 17,142.88$ 616,064.88$
SHADE CANOPY
101 Materials - Roof, Posts, Fasteners LS 1 76,512.00$ 76,512.00$ 0 -$ 1 76,512.00$
102 Foundations LS 1 32,744.00$ 32,744.00$ 0 2,618.18$ 1 35,362.18$
103 Labor LS 1 114,769.00$ 114,769.00$ 0 -$ 1 114,769.00$
SUBTOTAL 224,025.00$ 2,618.18$ 226,643.18$
TOTAL BASE BID 3,940,836.00$ (74,923.75)$ 3,865,912.25$
33. SPECIAL EVENTS
Work onsite shall NOT be allowed during Special Events, and safe and adequate vehicular
access to Town Facilities shall be provided to support Special Events. Unless otherwise
specified below, Access to Town Facilities must be provided after 10 AM on the event day
and all Work onsite shall cease by 4 PM to prevent construction noise and tra Aic
disruptions for the duration of the Special Event. For Special Events detailed below with a
specified time, the CONTRACTOR shall stop work for the remainder of the day by the
“Event” time listed. Additionally, the CONTRACTOR shall provide pedestrian and vehicular
access on a safe and adequate surface to Town Facilities for the remainder of the day by
the time specified as “Access” and for the entirety of any subsequent Event days. OWNER
shall provide changes to the Schedule no less than 30 days prior to the date of each
Special Event.
2025 Special Events:
Avon Live (Recurrent Wednesday Evenings, June (11th) to September (3rd))
Sunset Live (Recurrent Sunday Evenings, Memorial Day (May 25th) through
Labor Day (Aug 31st))
Lakeside Cinema Movie Nights (Recurrent Friday Evenings, June (11th) to
August 29th))
Up to 25 additional full or partial Event and Access Days, including but not limited to:
Winter Fireworks (January, Access: 3-days, Event: 3 PM Saturday)
Egg Hunt (April 19th, Access & Event: all day Saturday)
Sustainability Fair (May 21st, Access: all day of Event, Event: 12 PM)
Pride in the Park (June 13-14th, Access: all day Friday, Event: all day Saturday)
BRAVO (June 25-26th, Access: all day Wed & Thurs, Event: all day Thurs)
Salute to the USA (June 30th, July 1 – 4, & 7, 2025, Access & Event: all listed
days)
Triple Bypass (July 10-12th, Access: after 12 PM Thursday, Event: all day
Friday & Saturday)
Avon Arts Celeb. (July 24-27th, Access: all day Thursday-Sunday, Event: all
day Friday to Sunday)
Dancing in the Park (July 31st, Access & Event: all day Thursday)
AVID Dance (Aug 30th, Access: all day, Event: after 12 PM)
Cars in the park (August 23rd, Access & Event: all day Saturday)
Community Picnic (September 11, Access: all day, Event: after 12 PM)
Vail Valley Brew Au (August, Access: Friday after 5 PM, Event: all day
Saturday)
Avon StaA Picnic (September 3rd, Access: all day, Event: after 12 PM)
Turkey Trot (November 27, Access & Event: 6AM-2PM)
Adjacent Events (Informationally)
VV Soccer Tourney (Oct 3-5)
2026 Special Events:
Winter Fireworks (January, Access: 3-days, Event: 3 PM Saturday)
Egg Hunt (April, Access & Event: all day Saturday)
“Town Facilities” include Nottingham Park: Pavilion, Terrace, Upper Rec Field, Metcalf
Cabin, Parks Garage, Parks Yard, Dock, and South Lake Rec Path shown on the map in
Article 46: Facility Locations Map.
46. FACILITY LOCATIONS MAP
Construction Activity Start Date End Date Original Projection Days Actual Schedule Days Start Date End Date
Preliminary Drawings 10/1/2024 11/19/2024 Oct 1-Nov 19 49 Oct 1-Dec 11 71 10/1/2024 12/11/2024
Approval Of Preliminary Drawings 11/19/2024 12/3/2024 Nov 19-Dec 3 14 Dec 11-Jan 10 30 12/11/2024 1/10/2025
Final Drawings 12/3/2024 12/27/2024 Dec 3-Dec 27 24 Jan 10-Feb 5 26 1/10/2025 2/5/2025
Approval Of Final Drawings 12/27/2024 1/10/2025 Dec 27-Jan 10 14 Feb 5-Mar 21 44 2/5/2025 3/21/2025
Engineer’S Calcs And Stamp 1/10/2025 1/24/2025 Jan 10-Jan 24 14 Mar 21-Apr 4 14 3/21/2025 4/4/2025
3rd party review 1/24/2025 2/21/2025 Jan 24-Feb 21 28 Apr 4-May 2 28 4/4/2025 5/2/2025
Construction Queue 2/21/2025 3/7/2025 Feb 21-Mar 7 14 May 2-May 16 14 5/2/2025 5/16/2025
Construction 3/7/2025 5/16/2025 Mar 7-May 16 70 May 16-Jul 25 70 5/16/2025 7/25/2025
Final Inspection 5/16/2025 5/23/2025 May 16-May 23 7 Jul 25-Aug 1 7 7/25/2025 8/1/2025
Delivery 5/23/2025 5/30/2025 May 23-May 30 7 Aug 1-Aug 8 7 8/1/2025 8/8/2025
Project: Avon, CO.
Green Flush Schedule
Disclaimer: Initial timeline is based on historical averages and likely
to be inexact or potentially off by multiple months with various stages beyond Green Flush’s control.Report Created 3/12/2025, 2:29 PM
20250328_CO1_Preconstruction Adjustments
Final Audit Report 2025-03-31
Created:2025-03-28
By:Nicole Mosby (nmosby@avon.org)
Status:Signed
Transaction ID:CBJCHBCAABAAzMCRq-xfHBkIYXu37vNQJ5uUvOHQo54n
"20250328_CO1_Preconstruction Adjustments" History
Document created by Nicole Mosby (nmosby@avon.org)
2025-03-28 - 11:02:07 PM GMT
Document emailed to Nicole Mosby (nmosby@avon.org) for signature
2025-03-28 - 11:03:47 PM GMT
Document e-signed by Nicole Mosby (nmosby@avon.org)
Signature Date: 2025-03-28 - 11:04:12 PM GMT - Time Source: server
Document emailed to tbeen@bakerbuildersco.com for signature
2025-03-28 - 11:04:13 PM GMT
Email viewed by tbeen@bakerbuildersco.com
2025-03-31 - 2:38:00 PM GMT
Signer tbeen@bakerbuildersco.com entered name at signing as Terry W. Been
2025-03-31 - 2:38:45 PM GMT
Document e-signed by Terry W. Been (tbeen@bakerbuildersco.com)
Signature Date: 2025-03-31 - 2:38:47 PM GMT - Time Source: server
Document emailed to Eva Wilson (ewilson@avon.org) for signature
2025-03-31 - 2:38:49 PM GMT
Email viewed by Eva Wilson (ewilson@avon.org)
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Document e-signed by Eva Wilson (ewilson@avon.org)
Signature Date: 2025-03-31 - 4:29:38 PM GMT - Time Source: server
Agreement completed.
2025-03-31 - 4:29:38 PM GMT