2022 SIA/The Village at Eagle Valley Ranch Ph 1I
A
I
Return to:
Aimee Brunkhorst
Kalispell City Clerk
201 1" Avenue East
Kalispell, MT 59901
IIIIIIiI I) II I III IIIII IIIII III I (III) IIIII IIIII IIIII IIII "III IIIii (IIII IIII II I III III IIII Fees: $40 0006
Debbie Pierson, Flathead County MT by AH 1/6/2022 10:50 AM
SUBDIVISION IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this 4th day of January 2022, by and between the CITY
COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and 'hereinafter referred to as the
CITY, and THE VILLAGE AT EAGLE VALLEY RANCH LLC, a Montana limited liability company,
located at 341 W. Second St. Ste 1, San Bernardino, CA 92401, Party of the Second Part and hereinafter
referred to as DEVELOPER.
WITNESSETH:
THAT WHEREAS, the Developer is the owner and developer of a new subdivision known as EAGLE
VALLEY RANCH SUBDIVISION PHASE 1 located at N'/2SW'/4, Section 19, T 29N, R 21 W, City of
Kalispell, Flathead County, Montana, and,
WHEREAS, the City has conditioned it's approval of the final plat of EAGLE VALLEY RANCH
SUBDIVISION PHASE 1 upon the conditions as set forth in the Preliminary Plat of the Subdivision being
completed and all improvements, as cited in "Exhibit A" have not been completed at this time, and the
Developer wishes to bond for the completion of those improvements set forth in "Exhibit A"; and
WHEREAS, the City's Subdivision Regulations require that a subdivider shall provide a financial security
of 125% of the estimated total cost of construction of said improvements as evidenced by an estimate
prepared by a licensed public engineer included herewith as "Exhibit B"; and
WHEREAS, the estimated total cost of construction of said improvements is the sum of Two Hundred
Thousand and 00/100 Dollars ($200,000.00).
NOW THEREFORE, in consideration of the approval of the final plat of said Subdivision by the City, the
Developer hereby agrees as follows:
The Developer shall deposit as collateral with the City a Letter of Credit, or other acceptable
collateral as determined by the City Council, in the amount of Two Hundred Fifty Thousand and
00/ 100 Dollars ($250,000.00). Said Letter of Creditor other collateral shall have an expiration date
of at least sixty (60) days following the date set for completion of the improvements, certifying the
following:
a. That the creditor guarantees funds in the sum of Two Hundred Fifty Thousand and 00/100
Dollars ($250,000.00), the estimated cost of completing the required improvements in
EAGLE VALLEY RANCH SUBDIVISION PHASE 1.
SUBDIVISION IMPROVEMENT AGREEMENT PAGE 1 OF 3
b. That if the Developer fails to complete the specified improvements within the required
period, the creditor will pay to the City immediately, and without further action, such funds
as are necessary to finance the completion of those improvements up to the limited of credit
stated in the letter;
2. That said required improvements shall be fully completed by October 4, 2022.
3. That upon completion of the required improvements, the Developer shall cause to be filed with the
City a statement certifying that:
All required improvements are complete;
b. That the improvements are in compliance with the minimum standards specified by the
City for their construction and that the Developer warrants said improvements against any
and all defects for a period of two (2) years from the date of acceptance of the completion
of those improvements by the City;
That the Developer knows of no defects in those improvements;
d. That these improvements are free and clear of any encumbrances or liens;
That a schedule of actual construction costs has been filed with the City; and,
f. All applicable fees and surcharges have been paid.
4. The Developer shall cause to be filed with the City copies of final plans, profiles, grades and
specifications of said improvements, with the certification of the registered professional engineer
responsible for their preparation that all required improvements have been installed in conformance
with said specifications.
IT IS ALSO AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS, TO -WIT:
That the Developer shall provide for inspection of all required improvements by a registered professional
engineer before the Developer shall be released from the Subdivision Improvement Agreement.
That if the City determines that any improvements are not constructed in compliance with the specifications,
it shall furnish the Developer with a list of specific deficiencies and may withhold collateral sufficient to
insure such compliance. If the City determines that the Developer will not construct any or all of the
improvements in accordance with the specifications, or within the required time limits, it may withdraw the
collateral and employ such funds as may be necessary to construct the improvement or improvements in
accordance with the specifications. The unused portions of the collateral shall be returned to the Developer
or the crediting institution, as is appropriate.
IN WITNESS WHEREOF, the Parties have hereunto set their hands and seals the day and year herein
before written.
THE VILLAGE AT EAGLE VALLEY RANCH LLC
//j
By /',,
icholas J. C ss Is, Manager
SUBDIVISION IMPROVEMENT AGREEMENT PAGE 2 OF 3
STATE OF MONTANA
COUNTY OF —T
On this 4 day of l�ussouli's2,
0�, before me, a Notary Public for the State of
Montana, personally appear e Nicholas J. known tome to be the Manager of The Village at
Eagle Valley Ranch, LLC whose name is subscribed to the foregoing instrument and acknowledged to me
that he executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal this day and year
first above written.
' n
n SAVANNAH BROWN
os„R °�y NOTARY PUBLIC for the
`' -• State of Montana
*CAL +� wing at Kalispell, Montana
e MMyCommission Expires
"AO October 13, 2025
Notary Public for he State of Montana
Printed Name Gi Q-n Yl Y
Residing at
My Commission Expires I 2D2-
CITY MANAGER, CITY OF KALISPELL
TY MANAGER
ATTEST:
✓f
CITY CLERK
`��oeoKA
ee���or
•'izP01,*
�-•••`'SEAL�m
U 1892 rr-
,•NTP.
SUBDIVISION IMPROVEMENT AGREEMENT PAGE 3 OF 3
Engineers Estimate of Proiect Progress
KAL►SPELL, MT
A5 At: 12.29.21
Eagle Valley Ranch Subdivision
Bid item
Description
Quantity
Units
Unit Price
Bid Total
% Complete
Value
10
Mobilizaton
1
LS
$ 37,103.19
$ 37,103.19
90%
$ 33 392.87
20
SWPPP
1
LS
$7,174.05
$7,174.05
90%
$6,456.65
30
Erosion Control
1
LS
$14,681.12
$14 681.12
100%
$14 681.12
35
Sawcut and Remove Ash alt Approach
1323
SF
$ 0.40
$529.20
100%
$ 529.20
37
Remove Existing Culvert
46
LF
$ 7.36
$ 338.56
100%
$338.56
40
Survey Staking DONE BY OTHERS
1
LS
$0.00
0%
$ 0.D0
50
Com action Testing DONE BY OTHERS
1
LS
$ 0.00
0%
$ 0.00
60
Strip and Stockpile Topsoil 1.125' Ave Depth)
28177
CY
$1.85
$52,127.45
100%
$52,127.45
70
Site Cut and Fill
1
LS
151894.12
151894.12
100%
$ 151894.12
80
Waste Excess on Site
21376
CY
$ 2.26
$ 48,309.76
10D%
$ 48 309.76
90
Replace Topsoil 6" Depth)
12100
CY
$ 3.76
$ 45 496.00
90%
$ 40 946.40
100
Seeding
1
LS
$ 37 777.09
$ 37 777.09
0%
$ 0.00
110
Connect to Existing 18" Sewer Main
1
LS
$12,736.96
$12,736.96
10D%
$ 12 736.96
115
8" Sewer Main
14
LF
$ 168.59
1 $ 2,360.26
10D%
$ 2 360.26
120
12' PVC Sewer Main
1844
LF
$ 38.12
$70,293,28
30D%
$ 70,293.28
130
Sewer Manholes
7
EA
$3,567.36
$24,971.52
100%
$24,971.52
140
Connect to Existing Storm Drain- Rose Crossing
1
LS
$ 2 837.47
$ 2,837.47
300%
$ 2 837.47
ISO
Street Restoration w raffic Control
1
LS
$ 8,032.99
$ 8 032.99
100%
$ 8 032.99
160
18" Storm Drain
1421
LF
$38.25
$ 54 353.25
10D%
$54,353.25
170
Storm Drain Manholes
6
LF
$ 2 828.59
$16,971.54
10D%
$16,971.54
175
Pond Outfall Structure
1
EA
$ 4 741.82
$ 4 741.82
100%
$ 4,741.82
180
8" PVC Water Main
2378
EA
$ 49.59
$ 117925.02
10D%
$ 117 925.02
190
8" Fittings
12
EA
$615.33
$7,383.96
1DD%
7 383.96
200
8" Gate Valves
23
EA
$1,796.25
$ 41,313.75
1DD%
$ 41,313.75
210
Fire H dront Assembly
7
EA
$ S 236.98
$ 36 658.86
100%
$ 36 658.86
215
Hydrant Protection Bollards
6
EA
$498.21
$2,989.26
10D%
$2,989.26
220
3 4" Water Service w/Meter Pits
48
EA
$4,186.26
$ 200,940.48
100%
$ 200,940.48
225
11 2" Water Service w/Meter Pits
2
EA
$ 5,727.43
$11,454.86
100%
$11454.86
230
8" Sewer Main
1409
LF
$ 40.92
$57,656.28
100%
.28
240
12" Sewer Main
897
LF
$ 62.72
56 259.84
1OD%250
Sewer Manholes
9
EA
$3,316,27
$29,946.43
1DD%
.43260
4" Sewer Services
49
EA
$1841.68
$90,242.32
100%
1$56,ZS9.84
.32265
6" Sewer Services
3
EA
3507.29
$10 521.87
100%
.87266
D ells- Pond B
5
EA
2 520.87
12 604.35
100%
.35267
Flex Mats- Pond B 8068 SF
1
LS
$5840800
$58 408.00
66%
.28
270
12" Storm Drain
1950
LF
$ 38.06
$ 74 217,00
100%
$ 74 217.00
275
15" Storm Drain
24
LF
1 $ 66.76
$ 1602.24
100%
$ 1,602.24
278
21" Sttorm Drain
933
LF
$ 58.76
$ 54 823.08
100%
$ 54,823.08
279
Ri ro Outfall
65
SF
$ 8.63
$ 560.95
100%
$ 560.95
280
30" Diameter Catch Basins w Apron
14
EA
$1960.90
$ 27,452.60
100%
$ 27,452.60
290
48" Diameter Storm Manholes
12
EA
$ 2 920.99
$ 35 051.88
100%
35 051.88
300
60" Diameter Storm Manholes
1
EA
4 269.41
4 269.41
100%
4 269.41
305
down Curb
3118
LF
$16.35
$ 50,979.30
100%
50 979.30
310
Concrete Curb and Gutter
1409
LF
$ 16.91
$ 23,826.19
100%
$ 23 826.19
312
7' Valley Gutter
134
SF
$11.00
$ 1,474.00
100%
$ 1474.00
314
8" Concrete Mailbox pad
36
SF
$19.38
$ 697.68
100%
$ 697.68
320
6" Concrete Drive
577
SF
$7.33
$4,229.41
100%
$4,229.41
325
6" Concrete Mailbox Apron
527
SF
$ 7.18
$ 3 783.86
10D%
$ 3 783.86
330
HC Ram s
997
SF
$12.73
$12,691.81
100%
$12,691.81
335
Dome Tiles
24
EA
$ 220.26
$ 5 286.24
100%
$5,286.24
340
Sidewalk w Gravel
20926
SF
$ 4.21
$ 88,098.46
95%
$ 83 693.54
34S
15' of 3" Minus- Temp Gravel Turn Arounds
13318
SF
$1.02
$13,584.36
80%
$10,867.49
346
6' of 3 4"Crush- Temp Gravel Tum-Arounds
13318
SF
$ 0.60
$ 7,990.80
80%
$ 6 392.64
347
"Barricade Sign'
6
EA
$ 272.70
$1636.20
0%
$ 0.D0
348
9" of 3" Minus- Gravel "Hammer Head"
1601
SF
$1.31
$2,097.31
10D%
$2,097.31
350
15" of 3" Minus -Collector
22659
SF
$1.14
$ 25,831.26
100%
$ 25 831.26
360
6" of 3 4' Crush- Collector
22659
SF
$ 0.56
$12,689.04
10D%
$ 12 689.04
370
4' of Asphalt -Collector
22659
SF
$ L86
$ 42,145.74
100%
$ 42,145.74
390
9" of 3" Minus- Local
46471
SF
$ 0.71
$32,994,41
100%
$ 32 994,41
390
6"of 3 4" Crush- Local
46471
SF
$0.57
$ 26 488.47
100%
$26,488.47
400
4" of Asphalt - Local
46471
SF
$1.94
$ 90,153.74
100%
$ 90153.74
402
9" of 3" Minus- MDT R.O.W.
1167
SF
$ 1.20
$ 1400.40
10D%
$1,400,40
404
6" of 3 4" Crush - MDT R.O.W.
1167
SF
$0.79
$921.93
100%
$ 921.93
406
4" of Asphalt - MDT R.O.W.
1167
SF
$ 2.75
$ 3 209.25
0%
$ 0.00
410
9' of 3" Minus - Asphalt / Maintenance Path
33804
SF
$ 0.78
$ 26,367.12
10D%
$ 26,367.12
420
6" of 3/4" Crush - Asphalt / Maintenance Path
SF
$0.59
$10,530.32
100%
$10,530.32
430
4" of As halt Maintenance Path
SF
$ 2.06
$36,766.88
0%
$0.00
440
10" of 3/4" Crish- As halt Maintenanne Path
SF
$1.12
$17,870.72
100%
$17,870.72
450
1 FT Shoulder- As halt Maintenance Path
117848
LF
$1,87
$2,846.14
100%
$2,846.14
452
"Authorized Vehicles Onl "Si ns
EA
$230.75
$923.00
100%
$923.00
454
"25 MPH 5 eed Limit"Si ns
EA
$230.75
$1,384.50
100%
$1,384.50
460
Street Names / Sto Si ns
EA
$ 566.39
$ 2,265.56
100%
$ 2,265.56
470
28 FT Wide Painted Cross Walk / Stop Bar
8
EA
$ 304.17
$ 2,433.36
100%
$ 2,433.36
480
34 FT Wide Painted Cross Walk Stop Bar
4
EA
$ 367.10
$ 1,468.40
100%
$ 1,468.40
490
14 FT Wide 24" Stop Bar
4
EA
$ 304.17
$ 1,216.68
100%
$ 1,216.68
500
BLVD Trees- 2.5" Caliper
111
EA
$ 393.32
$ 43,658.52
0%
$ 0.00
510
Common Utility Trench With Bedding
3929
LF
$ 10.60
$ 41,647.40
100%
$ 41,647.40
520
6" Power Conduit w/Swee s and Pull Roe
1490
LF
$ 5.42
$ 8,075.80
100%
$ 8,075.80
530
4"Power Conduit w/Swee s and Pull Roe
2268
LF
$ 3.19
$ 7,234.92
100%
$ 7,234.92
540
3" Secondary Power Conduit w/Swee s and Pull Roe
1791
LF
$ 4.71
$ 8,435.61
100%
$ 8,435.61
2" Phone/Cable Conduit w/Swee s and Pull Roe
11098
LF
$1.86
$20,642.28
100%
$20,642.28
Seconda Electric Peds FEC Su lied
18
EA
$130.84
$2,355.12
100%
$2,355.12
Sin le Phasde Vaults
9
EA
$937.86
$8,440.74
100%
$8,440.74
K
Three Phase Vaults
3
EA
$1506.58
$4,519.74
100%
$4,519.74
Li ht Trench With Beddin
687
LF
$11.71
$8,044.77
100%
$8,044.77
11/4" Li ht Condit w/Swee s and Pull Roe
1809
LF
$1.79
$3,238.11
100%
$3,238.11
Li ht Bases
14
EA
$ 840.27
$11763.78
100%
$11,763.78
620
6" Gas Steve
241
LF
$ 44.60
$10,748.60
100%
$ 10,748.60
Jefferson Extension
#
Cut
10000
CY
$ 4.52
$ 45,200.00
100%
$ 45,200.00
If
Fill
8500
CY
$ 5,13
$ 43,605.00
100%
$ 43,605.00
If
Road Subgrade S' Cut
6900
CY
$ 6.26
$ 43,194.00
100%
$ 43,194.00
#
Waste
8400
CY
$ 4.42
$ 37,128.00
100%
$ 37,128.00
#
8" SS Main
459
LF
$ 40.92
$ 18,782.28
100%
$18,782.28
#
4" SS Service 3 EA
3
EA
$ 1841.68
$ 5,525.04
300%
$ 5,525.04
It
SS Manhole
4
EA
$ 3316.28
$ 13,265.12
100%
$ 13,265.12
#
8" Water Main
329
LF
$ 49.59
$16,315.11
100%
$16,315.11
#
8" Cross
1
EA
$ 615.33
$ 615.33
100%
$ 615.33
It
8" Gate Valve
8
EA
$1796.25
$14,370.00
100%
$14,370.00
#
8" GV Plus
4
EA
$ 615.33
$ 2,461.32
100%
$ 2,461.32
#
8" Bend
3
EA
$ 615.33
$ 1,845.99
100%
$1,845.99
#
Hydrant
1
EA
$ 5236.98
$ 5,236.98
100%
$ 5,236.98
#
12" SO
285
LF
$ 38.06
$ 10,847.10
100%
$10,847.10
#
SO Manhole
2
EA
$ 2920.99
$ 5,841.98
100%
$ 5,841.98
#
SO Curb Inlet
3
EA
$1960.90
$ 5,882.70
100%
$ 5,882.70
#
Underground Power
976
LF
$ 5.42
$ 5,289.92
100%
$ 5,289.92
#
Communication Conduit
725
LF
$ 5.58
$ 4,045.50
100%
$ 4,045.50
#
Light Poles
4
EA
$ 840.27
$ 3,36L08
100%
$ 3,361.08
#
Vaults
1
EA
$ 1506,58
$ 1,506.58
100%
$ 1,506.58
#
Pedestals
2
EA
$130.84
$ 261.68
100%
$ 261.68
#
Curb and Gutter
633
LF
$ 16.91
$ 10,704.03
100%
$ 10,704.03
#
7" Valle Gutter
69
LF
$11.00
$ 759.00
100%
$ 759.00
#
ISidewalk
3071
SF
$ 4.21
$12,928.91
100%
$12,928.91
If
HC Ramp
205
SF
$12.73
$ 2,609.65
50%
$ 1,304.83
#
ADA Tiles
5
EA
$ 220.26
$ 1 101.30
50%
$ 550.65
#
8" Mailbox Pad
52
SF
$19.38
$ 1,007.76
100%
$1,007.76
#
6" Mailbox Turnout
538
SF
$ 7.18
$ 3,862.84
100%
$ 3,862.84
#
Manhole Apron
4
EA
$ 7.00
1 $ 28.00
100%
$ 28.00
#
Gate Valve Apron
6
EA
$ 7.00
$ 42.00
0%
$ 0.00
#
As halt Paving 115445 SF
11544
SF
$ 1.94
$ 22,395.36
0%
$ 0.00
#
3/4" Crush - Roadway 6"
11544
SF
$ 0.57
$ 6,580,08
100%
$ 6,580.08
#
3" Minus Subbase 15"
11544
SF
S 1.14
$ 13,160.16
100%
$ 13,160.16
#
Boulevard
70
CY
$ 3.76
$ 263.20
100%
$ 263.20
#
Seeding
1
LS
$ 3777.71
$ 3,777.71
O%
$ 0.00
#
BLVD Trees- 2.5" Caliper
13
EA
1 $ 393.32
$ 5,113.16
0%
$ 0.00
67% $ 1,761,372.29 TOTAL $ 2,628,913.87 Completed Work $ 435,126.23
TOTAL
Percent Complete 93%
Remaining Work $ 193,787.64
Contingency for Miscellaneous Incomplete items $ 6,212.36
Engineers Estimate $ 200,000.00