HomeMy WebLinkAboutC22-292 Fox Hollow SIA_first amendment_file no. 009042-2019DocuSign I This document is being recorded to correct certain clerical
errors in the numbering of the First Amendment to
Subdivision and Off -site Improvements Agreement
recorded at reception no. 202212346. This document shall
supersede and replace the document recorded at reception
no. 202212346 in all aspects.
Eagle County, CO
Regina O'Brien
Pgs: 16
REC: $0.00
DOC: $0.00
202212346
07/20/2022
02:02:32 PM
FIRST AMENDMENT TO SUBDIVISION AND OFF -SITE IMPROVEMENTS
� AGREEMENT
THE FOX HOLLOW PLANNED UNIT DEVELOPMENT
FILE NO.009042-2019
THIS FIRST AMENDMENT TO SUBDIVISION AND OFF -SITE IMPROVEMENTS
AGREEMENT ("First Amendment") is made and entered into 7/19/2022 , by and between
BGV Edwards LLC, a Colorado limited liability company and the County of Eagle, State of
Colorado (hereinafter "County").
WITNESSETH
WHEREAS, the County and Murray Road Property, LLC, a Colorado limited liability
company ("Murray Road Property") entered into a Subdivision and Off -Site Improvements
Agreement (the "SIA") on December 17, 2019, and recorded at Reception No. 201921778 in the
records of the Eagle County Clerk and Recorder, for the Fox Hollow Planned Unit Development
(the "PUD"); and
WHEREAS, Murray Road Property is under contract to sell the real property subject to the
PUD ("PUD Property") to BGV Edwards, LLC, a Colorado limited liability company ("BGV
Edwards"), with an anticipated closing date of September 1, 2022. Murray Road Property has
authorized BGV Edwards to act on its behalf with respect to applying for and obtaining building
permits and entering into this First Amendment to the SIA in order to update prior cost estimates
for Subdivision Improvements and Landscape Improvements and to provide a revised construction
schedule for development of the PUD in accordance with the Fox Hollow PUD Guide recorded at
Reception No. 202211772 in the records of the Eagle County Clerk and Recorder, and in
accordance with the Fox Hollow PUD Final Plat, recorded at Reception No. 202018066 in the
records of the Eagle County Clerk and Recorder; and
WHEREAS, BGV Edwards (hereinafter "Subdivider") will submit a letter of credit to the
County as collateral for the Subdivision Improvements and Landscape Improvements, in
accordance with Section 2 of the SIA; and
WHEREAS, Section 4.5 of the SIA provides that the SIA may be amended or modified
from time to time, provided that such amendment or modification be in writing and signed by all
parties hereto; and
WHEREAS, County and Subdivider desire to amend the SIA to include revised cost
estimates for the Subdivision Improvements and the Landscape Improvements and to include a
revised construction schedule with a new Date of Completion of December 2, 2024.
NOW, THEREFORE, in consideration of the premises and the covenants and agreements
herein contained to be kept and performed by the parties hereto, the parties hereby agree to amend
the SIA as follows:
Eagle County, CO
Regina O'Brien
Pgs: 16
REC: $0.00
DOC: $0.00
202301908
02/15/2023
02:32:03 PM
FIRST AMENDMENT
1. Section 1.5 of the SIA is hereby amended to read as follows:
1.5 Date of Completion. All Subdivision Improvements shall be completed on or
before December 2, 2024, as set forth in the construction schedule attached hereto as
Exhibit C-1 and incorporated herein by this reference.
2. Section 1.7 of the SIA is hereby amended to read as follows:
1.7 Estimated Costs of Subdivision Improvements. The total estimated cost of the
Subdivision Improvements is the sum of $2,376,006.76, as set forth on Exhibit A-1. To
secure and guarantee performance of its obligations as set forth in this Section 1, including
the completion of the required Subdivision Improvements, the Subdivider hereby agrees to
provide security and collateral for the Subdivision Improvements in the form and as set
forth in Section 2, below.
3. Section 1.9 of the SIA is hereby amended to read as follows:
1.9 Landscape Plan. Subdivider has submitted a landscape plan to the County
Department of Community Development which complies with the Land Use Regulations,
Section 4-240, Installation and Maintenance Requirements. The Subdivider agrees to
abide by the landscape plan approved by the County Department of Community
Development (the "Landscape Plan"). The estimated cost of the Landscape
,too/ Improvements is the sum of $260,119.39, as set forth on Exhibit B-1. To secure and
guarantee performance of its obligations to install the Landscape Improvements as set forth
in this Section 1.9, including the completion of the required Landscape Plan, the
Subdivider hereby agrees to provide security and collateral for the Landscape
Improvements in the form and as set forth in Section 2, below.
4. Section 2.1 of the SIA is hereby amended to read as follows:
2.1 Subdivision Improvements Collateral. The security and collateral for the
Subdivision Improvements required in Section 1.7 as security for the performance by
Subdivider of its obligations under this Agreement, shall be in the amount of $2,376,006.76
(the "Subdivision Improvements Collateral"). Prior to the issuance of any grading or
building permits for or commencement of construction of any of the Subdivision
Improvements, the Subdivider will provide the County with the Subdivision Improvements
Collateral in the form of an irrevocable Letter of Credit, in form and substance acceptable
to the County Attorney.
5. Section 2.8.1 of the SIA is hereby amended to read as follows:
2.8.1 Prior to the County's issuance of any development permit for the
Subdivision, Subdivider agrees to provide the County the Landscape Plan Collateral in the
form and substance acceptable to the County Attorney, in the form of an irrevocable Letter
of Credit to ensure the Landscape Improvements will be installed according to the approved
2
DocuSign Envelope ID: FCA6037F-88F34456-A3DB-10EAOA346234
Landscape Plan. Subdivider agrees to provide the Landscape Plan Collateral for no less
`..i than one hundred and twenty-five percent (125%) of the estimated cost of the Landscape
Improvements listed in the approved Landscape Plan, based on the cost estimate provided
by the Subdivider and approved by the County, as set forth in Exhibit B-1 and Section 1.9,
above. The Landscape Plan Collateral shall be in the amount of $325,149.24.
6. Capitalized terms in this First Amendment will have the same meaning as in the
Original Agreement. To the extent that the terms and provisions of the First Amendment
conflict with, modify or supplement portions of the Original Agreement, the terms and
provisions contained in this First Amendment shall govern and control the rights and
obligations of the parties.
7. Except as expressly altered, modified and changed in this First Amendment, all
terms and provisions of the SIA shall remain in full force and effect, and are hereby
ratified and confirmed in all respects as of the date hereof.
8. This First Amendment shall be binding on the parties hereto, their heirs,
executors, successors, and assigns.
IN WITNESS WHEREOF, the parties hereto have executed this First Amendment the day
` e and year first written above.
COUNTY:
County of Eagle, State of Colorado
By and through its Board of County Commissioners
Attest:
DocuSigned by: DocuSigned by:
nA 'IRiyitla.— By: �%`�%""".�
Cl • 6heiibaard �,-dsS MoQueeney, Chair
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
BGV Edwards, LC, a C lora limited liability company
By:
Its: t0 t r'
State of Colorado
l
County of A9)
The foregoing was acknowledged b fore me 's AA�day of % 7-OZEf4y
,lp�gl!jj lVaWE as of BGV E ds, LLC, a
Colorado limited liability company.
Witness my hand and official seal.
4
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-1 CEAOA346234
EXHIBIT A-1
OPINION OF PROBABLE COSTS FOR SUBDIVISION IMPROVEMENTS
OocuSign Envelope 10: FCA6037F-88F3-4456-A3DB-10EADA346234
`/
FOX HOLLOW
Opinion of Probable Costs ALINE
October 12, 2020
FN(:INEFRING INC
"-Doscrlp bn'
uantlty' Unit
Price
Unit100
General Cohftons (see below)
ODemolition
_. _JOEL= Miscellaneous
LS
Curb 8 Gutter(Fox Hollow)
150
LF
$11.00
C
.Curb
8 Gutter (Religious Center)
45
LF
$11.00
2.4
Sidewalk
150
LF
$11.002.5
Concrete Pan 6
35
LF
$11.002.6
Concrete Pan Fox Hollow
50
LF
$11.00
2.7
Asphalt (Hwy 6)
84
SF
$8.00
$672.00
2.8
Asphalt (Fox Hollow)
155
SF
$8.00
$1.240.00
2.9
jAsphalt(Munay)
3,350
SF
$6.00
$20,100.00
2.10
Gravel Entrance
1,100
SF
S2.75
$3.025.00
2.11
Cap Ex. Water Well per State of CO Regulations
1
EACH
$2.500.00
$2,500.00
2.12
Sawcul Asphalt
251
LF
$5.00
$1,255.00
2.13
Remove and Dispose of Sanitary Sewer
99
LF
$28.00
$2,772.00
2.14
Reprove and Dispose of Sewer Services/cleanouts
1
EACH
$1,600.00
$1,600.00
2.15
Abandon Sanitary Sewer Manhole - Plug
1
EACH
$1,200.00
$1,200.00
2.16
Abandon Water Services, cap at main
2
EACH
$1,800.00
$3,600.00
2.17
Existing Structures (including utility services)
1
LS
$20,000.00
$20,000.00
2.18
Concrete from Existing Structure
164
SF
$5.00
$820.00
2.19
Fence
161
LF
$5.00
$805.00
2.20
Remove Sewer Service at Main
4
EACH
$1.200.00
$4,600.00
2.21
Existing 18" CMP to be removed
74
LF
$32.00
$2,355.20
Subtotal -Demolition
$71,474.20
FT
3.1
Topsoil
a
Stnp, Stockpile, Re -Spread (6")(2s%dslbassvoe4)
158
CY
$12.00
$1,896.00
3.2
Import
5,533
CY
$9.00
$49,797.00
3.3
Export (onsite cut)
5,600
CY
$8.00
$44,800.00
3.4
In -Place Embankment(plecell..,,p )(Impw-6xp"
11,133
CY
$7.00
$77,931.00
3.5
Structural Retaining Wall
a
Boulder Wall (height varies, see plans)
962
LF
$112.00
$107,744.00
3.6
Subgreds Preparation
a
Roads (C8G and pans included)
47,113
SF
$0.75
$35.334.75
b
Dnves
8,972
SF
$0.75
$6,729-00
3.7
Final Gmde of Roads
1
LS
$6.750.00
$5,750.00
3.80
Haul Off it unsuitable material is found
100
CY
$50.00
$5,000.00
Subtotal - Earthwork
$334,981.75
4 Roadwav
- ..
Construction
Asphalt Paving (PG 58-28)
4.1
a
Roadways, Parking Lots (4")
978
TONS
$170.00
$166,247.25
b
Driveways (4")
271
TONS
$170.00
$46,074.25
c
Munay Rd. (3") (includes parking)
80
TONS
$170.00
$13,585.13
d
Munay Rd. (3") (replace existing aspha8 8 required)
50
TONS
$170.00
$8,526.56
e
Rec. Path (3")
69
TONS
$170.00
$11,707.69
4.2
Concrete Paving
a
Sidewalks (not including ADA ramp areas)
6.875
SF
$11.75
$80,781.25
b
Concrete Pans (6")
4,695
SF
$11.75
$55,166.25
c
IMountable Curb (12")
677
LF
$35.00
$23,695.00
d
IVertical Curb (12" Gutter)
1,777
LF
$35.00
$62,195.00
e
Vertical Curb (24" Gutter)
226.
LF
$35.00
$7,910.00
f
ADA Ramps -10' radius
1
EACH
$800.00
$800.00
g
ADA Ramp -12.5' radius
3
EACH
$800.00
$2,400.00
h
ADA Ramp-15'radius
1
EACH
$1,200.00
$1,200.00
1
ADA Ramp-20'radius (one 18.5')
8
EACH
$1,200.00
$9,600.00
I
ADA Ramp-midblock
9
EACH
$800.00
$7,200.00
4.3
Class 6 Road Base (6") (Includes additional 10%)
Pasp 1
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
FOX HOLLOW
Opinion of Probable Costs A�?INE
October 12, 2020
FNI.INFFRINr INC
Item
escr p oti •
6" Class 6 Road Base (Roads and Parking Lots)
Quantity
Unit
Unit
Price
Total
a
1,506
TONS
$38.00
$57,228.17
b
6" Class 6 Road Base (Driveways)
417
TONS
$38.00
$15,860.38
c
8" Class 6 Road Base (Murray Rd.)'
219
TONS
$38.00
$8,313.74
d
6" Class 6 Road Base (C&G)
150
TONS
$38.00
$5,717.40
e
4" Class 6 Road Base (Sidewalks)
265
TONS
$38.00
$10,058.13
1
6" Class 6 Road Base (Pan)
1B1
TONS
$38.00
$6,868.79
g
4" Class 6 Road Base (Ramps)
32
TONS
$38.00
$1,228.92
h
6" Class 6 Road Base (Rec. Path)
141
TONS
$38.00
$5,373.60
i
6" Class 6 Road Base (Rec. Path, Gruber Property)
31
TONS
$38.00
$1,170.40
4.4
Street Signs
0
a
With Post
20
EACH
$350.00
$7,000.00
4.5
Pavement Marking (White)
a
Striping (4")
590
LF
$4.00
$2,360.00
b
Islands (including ADA islands)
5
EACH
$500.00
$2,500.00
c
Arrows
5
EACH
$700.00
$3,500.00
d
Crosswalk Bars (1.5' wide x 5' long)
44
EACH
$300.00
$13,200.00
e
Stop Bar
2
EACH
$300.00
$600.00
1
ADA parking
6
EACH
$300.00
$1,800.00
4.6
Emergency Access
0
$0.00
a
Bollards
3
EACH
1 $900.00
$2,700.00
b
Miscellaneous
1
LS
$2,200.00
$2,200.00
Subtotal -Roadway Construction
$644,767.90
5 Domestic Water
5.1 IDIP Water Main
a
8" (with tracer wire)
422
LF
$152.00
$64,144.00
b
6" (with tracerwim)
10
LF
$147.00
$1,470.00
5.2
Fire Hydrant Assembly w/ 6" Valve
1
EACH
$6,455.00
$6,455.00
5.3
Gate Valves
a
4"
13
EACH
$2,200.00
$28,600.00
b
8"
2
EACH
$2,800.00
$5,600.00
5.4
Tap Ex. Water Main with 4" Saddle
3
EACH
$1,200.00
$3,600.00
5.5
4" DIP Water Services
1,096
LF
$135.00
$147,960.00
5.6
Tees
a
8"x8"x4"
10
EACH
$1,800.00
$18.000.00
b
8"x8"x6"
1
EACH
$1,800.00
$1,800.00
c
8"x8"x8"
1
EACH
$1,800.00
$1,800.00
5.7
Bends
a
4"-45 deg
12
EACH
$1,600.00
$19,200.00
b
8"-45 deg
B
EACH
$1,600.00
$12,800.00
5.8
Asphalt cut &repair
790
SF1
$22.00
1 $17,380,00
Subtotal -Domestic Water
$328,809.00
6 Sanitary
Sewer
6.1
8" SDR 26 PVC Sewer Main (w/ tracer wire)
586
LF
$102.00
$59,772.00
6.2
Standard Sanitary Sewer Manholes-4 It Dia.
3
EACH
$5,800.00
$17,400.00
6.3
Tie into Existing Manhole (Hwy 6)
1
EACH
$4,200.00
$4,200.00
6.4
6" PVC Sewer Service and tap saddle
512
LF
$92.00
$47,104.00
6.5
6" Sewer cleanout
13
EACH
$1,800.00
$23,400.00
6.6
Raise existing manhole nm
2
EACH
$1,100.00
$2,200.00
6.7
Lower existing manhole rim
1
EACH
$1,100.00
$1,100.00
6.6
Asphalt cut & repair
170
SF
$22.00
$3,740.00
Subtotal -Sanitary Sewer
$158,916,00
Pare 2
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
u
L
FOX HOLLOW
Opinion of Probable Costs AL�I^tE
October 12, 2020
ENGINEERING INC.
T
" 1016 riptlon
-
U8 Unit n
Price
7 Storm
7.1
Storm Sewer Manhole
a
48"Stem Sewer Vault
2
EACH
$7.200.00
$14,400.00
7.2
Inlets
7
a
2'x3' curb Inlet (w/ 18"x3' curb hood)
1
EACH
$5,200.00
$5,200.00
b
2'x3' valley inlet
7
EACH
$4,600.00
$32,200.00
c
12" Nyioplasl inlet with solid cover
1
EACH
$2,400.00
$2,400.00
7.3
HDPE Stoon Sewer
a
18"
711
LF
$85.00
$60,435.00
b
12"
203
LF
$79.00
$16,037.00
7.4
RCP Storm Sewer
a
18" RCP
18
LF
$224.00
$4,032.00
7.5
PVC Storm Sewer
a
6" PVC for roof downspout connection
766
LF
$78.00
$59,748.00
b
8" Solid PVC
20
LF
$85.00
$1,700.50
c
8" Perforated PVC
40
LF
$80.00
$3,200.00
7.6
Flared End Section (FES)
a
18" RCP
1
EACH
$1,800.00
$1,800.00
7.7
PVC Elbow Connection
a
6" elbow
19
EACH
$245.00
$4,655.00
7.8
Tees
a
18"x6" Inserfa Tee
3
EACH
$456.00
$1,365.00
b
12"x6" inserts Tee
1
EACH
$455.00
$455.00
7.9
Walkwa Chase
1
EACH
$1,200.00
$1,200.00
7.10
Concrete drainage pan (3' wide)wl dplap
1
EACH
$3,200.00
$3,200.00
7.11
lFifterTmnch
1
EACH
$1,400.00
$1,400.00
Subtotal -Stormwater
$213,427.00
7 Shallow Utilities
7.1 Centurylink 2" PVC Trench & Conduit
--
1,338 LF $24 00 $32,112.00
7.2
Centurylink 4" Plowcon Trench & Conduit
282
LF
$24.00
$6,768.00
7.3
Centurylink Handhole
4
EACH
$800.00
$3,200.00
7A
Electric Trench & Conduit
171
LF
$24.00
$4,104.00
7.5
Electric Service Trench & Conduit
1,381
LF
$24.00
$33,144.00
7.6
3-Phase Electric Transformer (wl 2 Junction boxes)
2
EACH
$2,500.00
$5,000.00
7.7
Lower splice vault Him
1
EACH
$1,100.00
$1,100.00
Subtotal -Shallow Utilities
i
1 $85,428.00
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
N%%
FOX HOLLOW
Opinion of Probable Costs AL-?InIE
October 12, 2020
FNI.INFFRINC: ANC
w
wrip
w�
Quantity nt Unit
Price
Total
Eroslo ,
—
8.1
Erosion Log Wattle
810
LF
$5.00
$4,050.00
8.2
Vehicle Tracking Pad
2
EACH
$2,400.00
$4,800.00
8.3
Silt Sack Inlet Protection
14
EACH
$325.00
$4,550.00
8.4
Beaver Dam Inlet Protection
6
EACH
$450.00
$2,700.00
8.5
Erosion Lag Inlet Protection
20
LF
$16.00
$320.00
8.6
Ditch Erosion Logs
7
EACH
$25.00
$175.00
Subtotal
-Erosion Control
$16 595.00
Subtotal Construction Costs
$1,854,398.85
1 General Conditions'
1.1 Mobilization, Insurance & Bonds
_
1 %
4.0% $83,142.90
1.2
Construction Engineenng
1
%
2.0%
$41,571.45
1.3
Construction surveying
1
%
2.5%
$51,964.32
1.4
As -Built DmWng Preparation
1
%
1.0%
$20,785.73
1.5
Materials testing & Inspection
1
%
2.0 %
$41,571.45
1.6
Traffic control
1
%
2.0%
$41,571.45
1.7
Contract with HCE
1
LS
225,000.00
$25,000.00
Subtotat
General Conditions
$305,607.30
Total Cost
$2,160 006.15
10%of Total Cost
1
%
10.0%
$216,000.61
Total Cost w/ S.I.A. Mark Up
$2,376,006.76
Paee4
DocuSign Envelope ID: FCA6037F-88F3-4456-A30B-1 CEAOA346234
EXHIBIT B-1
OPINION OF PROBABLE COSTS FOR LANDSCAPING IMPROVEMENTS
DocuSign Envelope ID: FCA6037F-88F34456-A3DB-10EAOA346234
Green Valley
Landscaping Inc.
P.O. Box 4009 -Edwards, CO 81632
greenvalleyvail@gmail.com
Tel(970)926-6430
July 12, 2022
Attn: Rory Ohalloran
970-618-9809
roryo hal loran @out I ook. corn
The Residences at Fox Hollow
Lots 2 and 3, tract B, Parcel C, Eagle County, Colorado
Green Valley Landscaping Proposal 2022
Notes: Sleeves for irrigation lines to be installed/provided by excavator. Native grass/re-veg areas are
approx. and the actual square footage will determine price. Top soil will be used for sod/planting areas,
all re veg/disturbed areas will not receive top soil. Sizes for plants are assumed as these are typical in
landscape projects. Stepping stones pricing will vary based off of what stone is requested. Retaining
walls/boulder are assumed to be completed by excavator as well as sleeves for irrigation under asphalt
driveways or where needed. Final grade to be provided prior to GVL arrival by excavator. Benches, play
grounds and engineered mulch will not be part of the scope of work.
This is a "ball park" estimate and should only be used as so. Prices/quantities/measurements/scope of
work will change as construction begins and this estimate will need to be revised/approved prior to start
date.
1. To install 28 zones of 1806 pop up sprinkler heads to irrigate sod areas, 4 zones of drip
irrigation for shrubs and trees and 18 zones of below ground PGP Rotor heads to irrigate
native grass/re-veg areas.
Irrigation Zones Including Labor * 50
2. To re-veg all disturbed areas with native grass seed.
Re-veg * 22,500 sq ft.
3. To deliver and spread 30 loads of topsoil for sod and planting areas.
Top soil * 30 loads
Labor/equipment to spread
$60,000.00
$15,750.00
$19, 500.00
$12, 000.00
4. To deliver and plant 13 Bristlecone pine, 23 Patmore Ash, 46 Quaking Aspen singles, 21
Swedish Columnar Aspen, 50 Ginalia Maple shrubs, 43 Blue Avena Grasses and 10 Feather
Grasses.
Bristlecone pine 6' * 13 $ 9,958.00
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
Green Valley
Landscaping Inc.
P.O. Box 4009 -Edwards, CO 81632
greenvalleyvail@gmail.com
Tel(970)926.6430
Patmore Ash 2" * 23
$ 6,290.00
Quaking Aspen single 2" * 46
$ 10,350.00
Swedish Columnar Aspen Single 2" * 21
$ 4,725.00
Ginalia Maple Shrubs 5 gal. * 50
$ 2,000.00
Blue Avena Grass 1 gal. * 43
$ 645.00
Feather Reed Grass 1 gal. * 10
$ 150.00
Tree stakes, wire and straps *103 trees
$ 2,575.00
Delivery
$ 3,600.00
Labor to plant
$27,810.00
5. To deliver and install approx.. 6,000 sq ft. of Sod
Sod * 6,000 sq ft. $7,500.00
Labor to install $7,500.00
6. To install 2"-4" granite grey river rocks in planting areas (per plan) approx.. 9,000 sq ft. and
pea gravel (per plan) approx.. 1,000 sq ft.
Granite Grey River rocks 2"-4" * 13 loads
Pea Gravel * 1 load
Landscape Fabric Including pins
Labor to install
7. To install stepping stones approx. 2.5'-3' wide by 160 long.
Stepping stones
Labor to install
Sub Total:
Tax 4.4%on all materials
Total:
$20,800.00
$ 825.00
$ 3,600.00
$15,000.00
$14,000.00
$ 9,000.00
$253,578.00
$ 6,541.39
$260,119.39
-Green Valley Landscaping Inc. is looking forward to working for you. This proposal if valid for 30 days from
date of issue, after 30 days prices and materials are subject to change without notice.
- If you have any questions, please call (970) 926-6430 or email us greenvalleyvail@gmail.com.
-50% down to start project, balance due upon completion.
-Customer agrees to pay the account in full upon receipt of invoice. Failure to remit full payment will result
in a finance charge of 3.00% per month.
Signature on the following line constitutes acceptance of this proposal and acknowledgment of a contract
for the work stated. Work will only begin when contract is signed and returned. No changes will be made on
proposal unless the office is contacted at (970) 926-6430 or greenvalleyvail@gmail.com
DocuSign Envelope ID: FCA6037F-88F34456-A3DB-10EAOA346234
Authorized
Date:
u
Green Valley
Landscaping Inc.
P.O, Box 4009 . Edwards, CO 81632
greenvalleyvail@gmail.com
Tel(970)926-6430
DocuSign Envelope ID: FCA6037F-88F3-4456-A3DB-10EAOA346234
EXHIBIT C-1
CONSTRUCTION SCHEDULE
M
3 Sign Envelope 10: FCA6037FA8F3J456.A3DB&1(SEA0A346234
BGV Avon
Fox
Hollow Preliminary Construction Schedule
Mon 6/20/22
D
Task
Task Name
Duration
Stan
Finish
,Hail 2. 2022
Half 1, 2023 (IHalf 2. 2023 Half 1,2024 Half 2, 2024
Mode_
_
_11_1_L ALS_QLN_D3
F M A I M L_l_1_ALS O N D 1 F M_ A_ M 1 1 A 5 O N_ D-
1
W
Fox Hollow Project Duration
436 days
Mon
4/3/23
Mon 12/2/24
2
Iq
Site Improvements
125 days
Man
4/3/23
Fri 9/22/23
r — — — — — — — 1
3
A.
Rough Grading
10 days
Mon
4/3/23
Fri 4/14/23
■,
4
Rough Grading for Streets
15 days
Mon
4/17/23
Fri 5/5/23
�,
5
r7
Storm & Sanitary Drainage Structures
15 days
Mon
5/8/23
Fri 5/26/23
ro
6
3'
Water & Sewer Mains
15 days
Mon
5/29/23
Fri 6/16/23
To
7r
Electrical Utility Vault &Transformers
10 days
Mon
6/19/23
Fri 6/30/23
a
8
Shallow Utilities Mains Is Structural Road Base
20 days
Mon
7/3/23
Fri 7/28/23
r.
9
Building Specific Tap Stub -ins
15 days
Mon
7/31/23
Fri 8/28/23
rm
l 10
2r
Pour Curbs & Valley Pans
15 days
Man
8/21/23
Fri 9/8/23
XII
11
7r
Boulder Walls
10 days
Mon
9/11/23
Fri 9/22/23
To
12
Road Prep & Base Layer Asphalt
10 days
Man
9/11/23
Fri 9/22/23
ro
1 13
W4
Building Foundations & Utility Taps
255 days
Mon
7/31/23
Fri 7/19/24
14
+
Building I Foundations & Utility Taps
15 days
Mon
7/31/23
Fri 8/18/23
15
Building H Foundations & Utility Taps
15 days
Mon
8/21/23
Fri 9/8/23
To,
16
7t
Building G Foundations & Utility Taps
15 days
Mon
9/11/23
Fri 9/29/23
T.
17
JIP
Building F Foundations & Utility Taps
15 days
Mon
10/2/23
Fri 10/20/23
IZ
18
7r
Building E Foundations & Utility Taps
15 days
Mon
10/23/23
Fri 11/10/23
19
Building M Foundations & Utility Taps
15 days
Mon
11/13/23
Fri 12/1/23
ITik1
20
]r
Building L Foundations & Utility Taps
15 days
Mon
12/4/23
Fri 12/22/23
�-
21
Al,
Building l Foundations & Utility Taps
15 days
Mon
3/18/24
Fri 4/5/24
L
22
+
Building K Foundations & Utility Taps
15 days
Mon
4/8/24
Fri 4/26/24
1L
23
2r
Building D Foundations & Utility Taps
15 days
Mon
4/29/24
Fri 5/17/24
IL
24
Building C Foundations & Utility Taps
15 days
Mon
5/20/24
Fri 6/7/24
i
25
Building B Foundations & Utility Taps
15 days
Mon
6/10/24
Fri 6/28/24
26
Building A Foundations & Utility Taps
15 days
Mon
7/1/24
Fri 7/19/24
To
27
t.
Building Concrete & Garage Level Framing
255 days
Mon
9/21/23
Fri 8/9/24
28
Building l Concrete& Garage Level Framing
15 days
Mon
8/21/23
Fri 918/23
F,
29
301
Building H Concrete& Garage Level Framing
15 days
Mon
9/11/23
Fri 9/29123
fig
30
701
Building G Concrete & Garage Level Framing
15 days
Mon
10/2/23
Fri 10/20/23
a
31
7r
Building F Concrete & Garage Level Framing
15 days
Mon
10/23/23
Fri 11/10/23
FM.
32
2r
Building E Concrete & Garage Level Framing
15 days
Mon
11/13/23
Fri 12/1/23
i'
33
Jr
Building M Concrete & Garage Level Framing
15 days
Mon
12/4/23
Fri 12/22/23
34
p'
Building L Concrete & Garage Level Framing
15 days
Mon
12/25/23
Fri 1/12/24
i
35
Al,
Building 1 Concrete & Garage Level Framing
15 days
Man
4/8/24
Fri 4/26/24
ITi1
36
+
Building K Concrete & Garage Level Framing
15 days
Mon
4/29/24
Fri 5/17/24
%I
37
Building D Concrete & Garage Level Framing
15 days
Mon
5/20/24
Fri 6/7/24
1L
Task
Pmjeo Summary ���
Manual Task
StanonlyDeamine
Project: Fax Hollow Preliminary
Split
nactive Task
Duration -only
Finish -any ]
Pmgreas
Dale: Mon 6/20/22
Milestone
• I.M. Milestone
Manual Summary Ran,
&temal Tasks
Manual Progress
summary
r1 Inactive Summary
Manual Summary r-1
E#emal Marston¢
Page 1 of 2
JocuSi9n Envelope In: FC/3D37F89F34456-A306-10E A346234
BGV Avon
Fox Hollow Preliminary Construction Schedule
Mon 6/20/22
IID
Task
Mode
Task Name
Duration
Start
Finish
HaIR 2022
)
Hall t. 2o23
O N�DJ_)�f M A M 1
Half 2, 2D2 Half 1, 2o2a
I A S O N O 1 F M A M
Half 2, 2024
1 A S O_LN D
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Building C Concrete & Garage Level Framing
Building B Concrete & Garage Level Framing
Building A Concrete & Garage Level Framing
Building Modular Placement
Building I Modular Placement
Building H Modular Placement
Building G Modular Placement
Building F Modular Placement
Building E Modular Placement
Building M Modular Placement
Building L Modular Placement
Building 3 Modular Placement
Building K Modular Placement
Building D Modular Placement
Building C Modular Placement
Building B Modular Placement
Building A Modular Placement
Building Tie-in&Finishes
Building I Tie-in & Finishes
Building H Tie-in & Finishes
Building G Tie-in & Finishes
Building F Tie-in & Finishes
Building E Tie-in & Finishes
Building M Tie-in & Finishes
Building LTie-in & Finishes
Building 3 Tie-in & Finishes
Building K Tie-in & Finishes
Building D Tie-in & Finishes
Building CTie-in & Finishes
Building B Tie-in & Finishes
Building A Tie-in & Finishes
Site Completion
Irrigation & Landscape
Site Walkways &Hardscapes
Finish Layer Asphalt
Parking Striping & Signage
Punch List & Final Inspections
15 days
15 days
15 days
250 days
10 days
10 days
10 days
10 days
10 days
10 days
10 days
10 days
30 days
10 days
10 days
10 days
10 days
260 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
20 days
111 days
25 days
20 days
20 days
20 days
26 days
Mon 6/10/24
Mon 7/1/24
Mon 7/22/24
Mon 9/11/23
Mon 9/11/23
Mon 10/2/23
Mon 10/23/23
Mon 11/13/23
Mon 12/4/23
Mon 12/25/23
Mon 1/35/24
Mon 4/29/24
Mon 5120/24
Mon 6/10/24
Mon 7/1/24
Mon 7/22/24
Mon 8/12/24
Mon 9/25/23
Mon 9/25/23
Mon 10/16/23
Mon 11/6/23
Mon 11/27/23
Mon 12/18/23
Mon 1/8/24
Mon 1/29/24
Mon 5/13/24
Mon 6/3/24
Mon 6/24/24
Mon 7/15/24
Mon 8/5/24
Mon 8/26/24
Mon 7/1/24
Mon 7/1/24
Mon 8/5/24
Mon 9/2/24
Mon 9/30/24
Mon 10/28/24
Fri 6/28/24
Fri 7/29/24
Fri 8/9124
Fri 8123/24
Fri 9/22/23
Fri 10/13/23
Fri 11/3/23
Fri 11/24/23
Fri 12/15/23
Fri 1/5/24
Fri 1/26/24
Fri 5/10/24
Fri 5/31/24
Fri 6/21124
Fri 7112/24
Fri 8/2/24
Fri 8/23/24
Fri 9/20/24
Fri 30/20/23
Fri 11/10/23
Fri 12/1/23
Fri 12/22/23
Fri 1/12/24
Fri 2/2/24
Fri 2/23/24
Fri 6/7/24
Fri 6/28/24
Fri 7/19/24
Fri 8/9/24
Fri 8/30/24
Fri 9/20/24
Mon 12/2/24
Fri 8/2/24
Fri 8/30/24
Fri 9/27/24
Fri 10/25/24
Mon 12/2/24
-
1
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39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
58
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
Project: Fox Hallow Preliminary
Date: Man 6/20/22
Task
spin .............
MlWone •
Summary r -----1
Project Summary
maaive Task
Inactive Milestone
Inaalve Summary
'---
Manual Task
Duratmn-only
Manual Summary tu,nup
Manual Summary r�
Stan -only _ Deatlline
Finish -only 3 Progress
&ternal Tasks Manml %o9rtss
External Milestone
Page 2 of 2
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