2024 SIA/Parkland MeadowsIIIIIIII II II (IIIIIIII (IIIII III IIIII IIIII IIIII IIIIIIIIII IIIIIIIIIIIIIII IIII II IIIIIIII IIII Pa9eu1 of 12 j
Fees: $96.00
Return to. Debbie Piersoi, Flathead County MT by DT 6/21/2024 1:01 PM
Aimee Brunckhorst
Kalispell City Clerk
201 1" Avenue East
Kalispell, MT 59901
SUBDIVISION IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this 3 rc _ day of May , 2024 , by and
a►'r1 between the CITY COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and
hereinafter referred to as the CITY, and
Parkland Meadows Properties, LLC (Name of
Developer)
a Limited Liability Corporation
(Individual, Company or Corporation)
located at PO Box 1432 Bi fork MT 59911
x (Street Address P. O. Box) (City, County, State, Zip)
Party of the Second Part and hereinafter referred to as DEVELOPER.
0 WITNESSETH:
O
THAT WHEREAS, the Developer is the owner and developer of a new subdivision known as
Parkland Meadows, Phase 1 (Name of
Subdivision)
located at �SW 1/4 of Section 20 and NW 1/4 Section 29, T 28N, R 21W, P.M. M.
(Location of Subdivision)
and,
WHEREAS, the City has conditioned it's approval of the final plat of
Parkland Meadows, Phase 1 , upon the conditions as set forth (Name
of Subdivision) 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° o 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
$293,379.49
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 $366,724.36 . Said Letter of
Credit or 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 $ 366,724.36 the estimated cost of
completing the required improvements in Parkland Meadows, Phase 1 .
(Name of Subdivision)
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 March 1 s2025
3. That upon completion of the required improvements, the Developer shall cause to be filed with the
City a statement certifying that:
a. 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;
c. That the Developer knows of no defects in those improvements;
d. That these improvements are free and clear of any encumbrances or liens;
e. 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.
Parkland Meadows Properties, LLC
(Name of Subdivision/Developer/Firm)
by
(Title)
STATE OF MONTANA
COUNTY OF Ra�\'LCCLd
On this 311d day of O-K , 20 �—� , before me, a Notary Public for the
State of Montana, personally appeared QVr , known to
me to be the �A%K442.YOa_ of ,V,10.,AA �X"WS rope, whose
name is subscribed to the oregoing instrument and acknowledged to me that he/she executed the same.
IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my Notarial Seal this day and
year first above written.
\
TRENA FULLER �a`�'� F9 NOTARY PUBLIC for the
Notary Public for the State of Montana
Printed Name
Residing at
My Commission Expires
MAYOR, CITY OF KALISPELL
MAYOR
T`— State of Montana
SEAL = Residing at Kalispell, MT
My Commission Expires
July 28, 2025.
ATTEST:
;CLERK
CI Y
EXHIBIT A
Conditions of approval as fixed to the preliminary plat by the City Council, Kalispell, Montana.
EXHIBIT B
This agreement specifically includes the following improvements and their estimated construction costs.
Exhibit A
RESOLUTION NO.6053
A RESOLUTION CONDITIONALLY APPROVING THE PRELIMINARY PLAT OF
PARKLAND MEADOWS, DESCRIBED AS ASSESSOR'S TRACTS 13D, 13E AND 6J
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 28 NORTH,
RANGE 21 WEST, P.M.M., FLATHEAD COUNTY, MONTANA.
WHEREAS, G23 Properties, LLC, the owner of the certain real property described above, has
petitioned for approval of the Subdivision Plat of said property; and
WHEREAS, the Kalispell City Planning Board and Zoning Commission held a public hearing on
September 14, 2021 on the proposal and reviewed Subdivision Report #KPP-21-07
issued by the Kalispell Planning Department; and
WHEREAS, the Kalispell City Planning Board and Zoning Commission has recommended
approval of the Preliminary Plat of Parkland Meadows, subject to certain conditions
and recommendations; and
WHEREAS, the city council of the City of Kalispell at its regular council meeting of October 4,
2021, reviewed the Kalispell Planning Department Report #KPP-21-07, reviewed the
recommendations of the Kalispell City Planning Board and Zoning Commission, and
found from the Preliminary Plat, and evidence, that the subdivision is in the public
interest.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL, MONTANA AS FOLLOWS:
SECTION 1. That the Findings of Fact contained in Kalispell Planning Department Report
#KPP-21-07 are hereby adopted as the Findings of Fact of the city council.
SECTION 2. That the application of G23 Properties, LLC for approval of the Preliminary
Plat of Parkland Meadows, Kalispell, Flathead County, Montana is hereby
approved subject to the following conditions:
1. The Planned Unit Development for Parkland Meadows allows the following deviation from
the Zoning Regulations:
(1) Minimum lot size: Sec 27.09.040(1) — Minimum lot size per unit as shown on the
submitted plans.
2. The preliminary plat approval for the subdivision is not effective until the ordinance
approving the PUD/zone change becomes effective.
3. The development of the site shall be in substantial compliance with the application
submitted, the site plan, materials and other specifications as well as any additional
conditions associated with the preliminary plat as approved by the city council.
4. A development agreement shall be drafted by the Kalispell City Attorney between the City
of Kalispell and the developer outlining and formalizing the terms, conditions and provisions
of approval. The final plan as approved, together with the conditions and restrictions
imposed, shall constitute the Planned Unit Development (PUD) zoning for the site that shall
be completed and signed by the city and owner prior to the issuance of a building permit.
5. Upon approval of the preliminary PUD by the City Council, the property owner shall
proceed with the preparation of the final PUD plan as provided in Section 27.19.020(7) of
the Kalispell Zoning Ordinance.
6. As a PUD with an associated preliminary plat application, the abandonment or expiration of
the PUD is governed by Section 27.19.020(10) of the Kalispell Zoning Ordinance.
7. The storm water ponds shall be designed in a way that they become a visual interest to the
development. Chain link fencing surrounding the retention pond as the dominant fixture shall
not be allowed without mitigation. The developer shall work closely with the Parks
Department and Public Works to develop a design that is both visually appealing and meets
the required safety guidelines. It is intended that when the project is developed the ponds will
act as features, particularly along the roadways, rather than a private maintenance utility
facility.
8. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
9. The developer shall submit to the Kalispell Public Works Department for review and
approval a storm water report and an engineered drainage plan that meets the requirements of
the current city standards for design and construction. Prior to final plat, a certification shall
be submitted to the public works department stating that the drainage plan for the subdivision
has been installed as designed and approved.
10. The developer shall submit to the Kalispell Public Works Department prior to construction
an erosion/sediment control plan for review and approval and a copy of all documents
submitted to Montana Department of Environmental Quality for the General Permit for
Storm Water Discharge Associated with Construction Activities.
11. The developer shall submit water and sanitary sewer plans, applicable specifications, and
design reports to the Kalispell Public Works Department and the Montana Department of
Environmental Quality for concurrent review, with approval of both required prior to
construction.
12. New infrastructure required to serve the subdivision shall be designed and constructed in
accordance with the City of Kalispell's Standards for Design and Construction. All design
work shall be reviewed and approved in writing by the Kalispell Public Works Department
prior to construction. This infrastructure shall include but not be limited to streets, street
lighting, street signage, curb, gutter, boulevard and sidewalks.
13. Water and sewer main extensions shall be designed and constructed in accordance with the
City of Kalispell's Standards for Design and Construction and in compliance with the city's
facilities update and extensions of services plans. The water and sewer main extension plans
shall be reviewed and approved by the Kalispell Public Works Department. Prior to final
plat, a certification shall be submitted to the Public Works Department stating that the water
and sewer mains have been built and tested as designed and approved.
14. Any water rights associated with the property shall be transferred to the City of Kalispell.
The water rights shall be allocated proportionally for each phase of the development prior to
final plat.
15. An access to the sewer lift station from Cemetery Road or another route acceptable to Public
Works shall be required. The lift station shall be placed within a utility lot to be created for
that purpose.
16. The developer shall submit the street design to the Kalispell Public Works Department for
review and approval prior to construction. Street designs shall meet the city standards for
design and construction.
17. While the traffic impact study did not indicate any specific required improvements, any
improvements necessary to maintain the existing level of service will be required. All
improvements shall be reviewed and approved by the Public Works Department.
18. Access to the B-1 areas off of Airport and Cemetery Roads shall be from the internal street
network rather than the external streets.
19. The design shall include at least two pedestrian connections providing access from the area
generally near the intersection of Airport Road and Cemetery Road into the development.
20. The development's frontages on Airport Road and Cemetery Road will need to be improved
in accordance with City Design and Construction Standards. Airport Road will need to be
upgraded to a Minor Arterial standard and Cemetery Road to a Major Collector standard.
Improvements may include widening the road surface if necessary to meet those standards
and any dedications necessary to provide the specified width. The improvements may be
phased with the improvements to be installed across the frontage of each phase of the
subdivision.
21. The applicant shall be required to receive approval from the Montana Department of
Transportation for access onto Airport Road and will also need to ensure the future
Bypass/Airport Road interchange is taken into account with this development. Adjustments
to the lot configurations or building layouts may be necessary, as may dedication of
additional right-of-way.
22. The north -south road intersecting with Cemetery Road shall be constructed as a minor
collector street, and the other internal streets shall be constructed to a local standard. The
roundabout and entry median islands are subject to further review during the engineering
design.
23. Temporary turnarounds will be required at the two road extensions to the north until such
time as a connection is made.
24. Under the subdivision regulations, a second full access is required when 100 or more
residential dwelling units are being served. Section 28.3.13(E)(2). The Phase 1 plan shows
72 units plus the B-1 area. Phase 2 shows 120 units. As part of Phase 2, the access to
Cemetery Road shall be constructed. The construction of the access may be accelerated,
however, depending upon the development of the B-1 lots in Phase 1.
25. The recommendations in the Geotech report shall be followed, including providing
additional specific Geotech reports related to buildings and other site improvements, which
are to be reviewed and accepted by the City of Kalispell prior to construction.
26. The 200-foot setback from Ashley Creek shall be provided for in the final design (Section
28.3.07 Kalispell Subdivision Regulations). Within that setback, which is measured from the
ordinary high-water mark, any uses shall be limited to those outlined in the regulations.
27. Prior to final plat, a letter from the Kalispell Public Works Department shall be submitted
stating that all new infrastructure has been accepted by the City of Kalispell, any private
infrastructure has been constructed per city standards, and a proper bond has been accepted
for unfinished work.
28. All existing and proposed easements shall be indicated on the face of the final plat. Utility
easements for city water and sewer shall be provided to allow for the logical extension of
utilities from this subdivision to adjoining properties. A letter from the Kalispell Public Works
Department shall be obtained stating that the required easements are being shown on the final
plat.
29. Prior to any construction, the precise location of the floodplain shall be established with a
stamped survey. Lot dimensions, configurations, and site development may need to be adjusted
based on the survey, and the number of units may be decreased accordingly.
30. If any fencing is to be constructed as part of the development, it shall comply with height and
location zoning standards and should be a consistent design throughout the development. Any
fencing will be required to be reviewed and approved by the city Architectural Review
Committee, which shall ensure a consistency of colors and materials to be used to present an
aesthetically pleasing design.
31. The following statement shall appear on the final plat: "The undersigned hereby grants unto
each and every person, firm or corporation, whether public or private, providing or offering to
provide telephone, telegraph, electric power, gas, cable television, water or sewer service to the
public, the right to the joint use of an easement for the construction, maintenance, repair, and
removal of their lines and other facilities, in, over, under, and across each area designated on
this plat as "Utility Easement" to have and to hold forever."
Developer's Signature
32. Prior to filing the final plat, a letter from the US Postal Service shall be included stating the
Service has reviewed and approved of the design and location of the mail delivery site. The
mail delivery site shall be installed or bonded for prior to final plat. In addition, the mail
delivery site and improvements shall also be included in the preliminary and final
engineering plans to be reviewed by the Public Works Department. The mail delivery site
shall not impact a sidewalk or proposed boulevard area.
33. A homeowner's association (HOA) shall be formed and established to provide for the
maintenance of the common areas, including, but not necessarily limited to, roads, parks and
open space. Maintenance of private roads and alleys shall include both short term and long
term maintenance including, but not necessarily limited to, snow plowing, landscaping,
sidewalks, street repairs, overlays, and rebuilds of the street.
34. A letter from the Kalispell Fire Department approving the access, placement of the fire
hydrants and fire flows within the subdivision shall be submitted prior to final plat.
35. A letter shall be obtained from the Parks and Recreation Director approving a landscape plan
for the placement of trees and landscaping materials within the landscape boulevards of the
streets serving the subdivision, common area, and adjoining rights -of -way. The approved
landscape plan shall be implemented or a cash -in -lieu payment for installation of the street
trees and groundcover be provided to the Kalispell Parks and Recreation Department.
36. A park plan shall be created and approved by the Parks and Recreation Director prior to final
plat of Phase 1, and the plan shall show that the parkland dedication requirement is met for
each phase.
37. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a
park maintenance district. This district shall only be activated in the event that the property
owners' association defaults on their park and open space amenity conditions. The
assessments levied within the maintenance district shall be determined by the Parks and
Recreation Department with approvals by the Kalispell City Council.
38. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a
stormwater maintenance district. This district shall only be activated in the event that the
property owner(s) default on the maintenance of the approved stormwater facilities. The
assessments levied within the maintenance district shall be determined by the Public Works
Department with approvals by the Kalispell City Council.
39. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
40. All utilities shall be installed underground and in locations that are approved by the Kalispell
Public Works Department in accordance with the Kalispell Standards for Design and
Construction.
41. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
SECTION I Upon proper review and filing of the Final Plat of said subdivision in the
office of the Flathead County Clerk and Recorder, said premises shall be a
subdivision of the City of Kalispell.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF
THE CITY OF KALISPELL THIS 4TH DAY OF OCTOBER, 2021.
ATTEST:
Ai a Brunckhorst, CMC
City Clerk
011111111
Mark Johnson
Mayor
EXHIBITS ENGINEER'S ESTIMATE
PARKLAND MEADOWS PHASE 1
j{q
DesLriotion
$93DSI1Y
�1B)I
UMt Cost
Tog1 Cost
9Y3D
C
ftWM
n Complete
Completed
Value
OWSITE
10
MOBIL ZATION
1 LS
$
33,663.36 $
33,663.36
0.9
90% $
30,297.02
20
SWPPP
1 LS
$
7,645.32 S
7,645.32
1
200% $
7,64532
30
TRACKING PAD
1 is
$
2,921.91 $
2,821.91
1
100% $
2,821.91
40
SILT FENCE
800 LF
$
3.14 $
2,512.00
800
100% $
2,512.00
50
INLET PROTECTORS
38 EA
$
68.99 $
2,621.62
16
42% $
1,103.84
70
DEMO EXISTING GRAVEL
6446 SF
$
0.19 S
1,224.74
6446
100% $
1,224.74
80
DEMO EXISTING FENCE
721 LF
$
2.34 S
1,687.14
721
100% S
2,687.14
90
DEMO EXISTING IRRIGATION LINE
632 LF
$
17.87 $
11,293.94
632
100% $
21,293.94
100
STRIP & STOCKPILE TOPSOIL (16" DEPTH)
36667 CY
$
3.31 $
121,367.77
36667
100% $
121,367.77
110
SITE CUT/FILL
1 LS
$
431,667.46 $
432,667.46
1
100% $
431,667.46
120
PLACE PIPE SPOILS ON SITE
11524 CY
$
3.50 $
40.334.00
11524
100% $
40,334.00
130
REPLACE TOPSOIL - BLVD (6" DEPTH)
1533 CY
$
29.90 $
30,506.70
2533
100% $
30,506.70
140
REPLACE TOPSOIL -COMMERCIAL LOTS ( 6" DEPTH)
3415 CY
$
3.86 $
13,181.90
3415
1D0% 5
23,181.90
145
REPLACE TOPSOIL- PONDS ( 6" DEPTH)
3561 CY
$
556 5
19,799.16
3561
100% 5
19.799.16
ISO
HYDROSEED BLVD/PONDS
1 LS
$
37,743.77 $
(37,743.77)
1
100% S
37,743.77
160
DRILL SEED COMMERCIAL LOTS/DISTURBED PIPE CORRIDOR
1 LS
$
6,875.57 $
6,87557
05
50% $
3,437.79
170
8" WATER MAIN
751 LF
$
87.55 $
65,750.05
751
100% $
65,750.05
ISO
8' FITTINGS
5 EA
$
562.92 S
2,814.60
5
200% $
2,814.60
190
8" GATE VALVES
9 EA
$
2,688.50 5
24,196.50
9
200% $
24,196.SO
192
12" WATER MAIN
1080 LF
$
223.50 $
133,380.00
1080
200% $
133,380.00
194
12" FITTINGS
5 EA
S
1,366.64 S
6,833.20
5
100% $
6,833.20
196
12" GATE VALVES
12 EA
$
4,388.90 $
52,666.80
12
100% $
S2,666.80
200
FIRE HYDRANT ASSEMBLY
8 EA
$
8,94653 $
71,572.24
8
200% S
71,572.24
210
1.5- WATER SERVICE W/METER PIT
212 LF
$
157.02 $
33,298.24
212
100% $
33,288.24
215
2" WATER SERVICE W/METER PIT
3S4 LF
$
210.52 $
74,524.08
354
100% $
74,524.08
220
2" FIRE SERVICE W/CURB STOP
354 LF
$
114.26 $
40,448.04
354
100% $
40,448.04
230
8" SEWER MAIN
2587 LF
$
120-69 $
191,535.03
1587
100% $
191,535.03
240
SEWER MANHOLES W/COLLAR
9 EA
$
5,821.60 $
52,394.40
9
200% $
52,394.40
24S
4"SEWERSERVICE
103 LF
$
107.75 $
11,098.25
103
100% $
11,098.25
ISO
6"SEWERSERVICE
374 LF
$
117.01 $
43,761-74
374
10(rA $
43,762.74
255
4" IRRIGATION SLEEVES
584 LF
$
20.80 S
12,147.20
584
200% $
12,147.20
260
12" PVC STORM DRAIN
1421 LF
5
90.80 $
126.121.20
1389
985E $
126,121.20
265
15" PVC STORM
500 LF
5
115.27 $
19,480.63
169
34% 5
19,480.63
270
18" RCP PIPE
1031 LF
$
82.23 S
94,779.23
1031
1D0% $
84,779.13
275
RIP RAP OUTFALL
2 EA
$
673.95 $
1,347.90
2
100% 5
1,347.90
290
18" RCP STORM DRAIN - POND OUTLET PIPING
59 LF
$
149.48 $
8,819.32
59
100% S
8,819.32
285
RIP RAP OUTFALL
2 EA
5
67395 5
1,347.90
1
50% 5
67395
290
30" CS W/APRON
15 EA
$
3,693 65 $
51,711.10
14
93% $
51,711 10
300
48" STORM MANHOLE W/COLLAR
19 EA
$
5,114.52 $
76,717.80
15
79% $
76,717 80
310
POND OUTLET SKIMMER STRUCTURES
2 EA
$
4,534.79 $
9,069.58
2
1DO% $
9,069.58
315
72' STORM MANHOLE W/COLLIER
1 EA
$
7,318.40 $
7,318.40
1
100% $
7,319.40
320
COMMON UTILITY TRENCH W/BEDDING
1805 LF
$
1452 $
26,208.60
1805
1 $
26,208.60
330
2" CABLE/PHONE CONDUIT W/SWEEPS & PULL ROPE
3800 LF
$
1.S1 $
5,738.00
3800
1 $
5,738.00
340
4" POWER CONDUIT W/SWEEPS & PULL ROPE
2900 LF
$
13.95 $
26,505.00
1900
100% $
26,505.00
350
JUNCTION BOX -TYPE 1 CONCRETE PULL BOX
7 EA
$
684.27 $
4,789.89
7
100% $
4,789.89
360
SINGLE PHASE ELECT VAULT
1 EA
$
11300.95 $
2,300.95
1
200% $
1,300.95
370
THREE PHASE ELECT VAULT
6 EA
$
1,985 37 $
11,912.22
6
100% S
11,91222
380
LIGHTING TRENCH W/BEDDING
2" LF
$
23.52 $
5,785.92
246
100% $
5,78S 92
390
MONUMENT SIGN TRENCHING
32 LF
$
2834 $
90688
0% 5
395
1 1/4" MONUMENT CONDUIT W/SWEEPS & PULL ROPE
197 LF
$
5.71 $
1,124,87
D% $
-
400
11/4- UGHT CONDUIT W/SWEEPS & PULL ROPE
1598 LF
$
5.16 S
8,245.68
IS98
100% $
8,245.68
410
FEC LIGHT BASE
8 EA
5
1,194.05 $
9552.40
8
100% $
9.552.40
420
CURB & GLITTER - VALLEY GUTTER
154 LF
$
27,93 $
4,301.22
154
100% $
4,301.22
425
STAND UP CURB
106 LF
$
31.86 $
3,377.16
106
100% $
3,377.16
430
CURB & GUTTER LAYDOWN
354 IF
$
27 19 $
9,625.26
300
85% $
8.157.00
440
CURB & GUTTER
2574 LF
5
19 84 5
51,068.16
2011
78% $
39,898.24
450
6" CONCRETE APPROACH W/GRAVEL
2719 SF
5
9.34 $
25,395.46
2000
74% $
18,680.00
455
6" CONC MAILBOX TURN -OUT APRON W/GRAVEL
1633 SF
$
9.08 $
14,827.64
1633
100% $
14,827.64
457
8" CONCRETE MAILBOX PADS
255 SF
$
20.33 S
3,151.15
15S
100% $
3,151.15
460
4" CONCRETE SIDEWALK W/GRAVEL
14606 SF
$
5 52 5
90,625 12
11154
76% $
61,570.08
465
HC RAMPS W/CURB BACKING W/GRAVEL
280 SF
$
23.95 $
3,90600
280
100% $
3,906.00
470
HC. RAMPS W/GRAVEL
422 SF
5
1358 $
5,717.18
421
100% S
S,717.18
480
DOME TILES
10 EA
$
311.80 $
3,118.00
30
100% $
3,128.00
520
9'OF3'MINUS-LOCAL
44757 SF
$
1.04 $
46,547.28
44757
100% $
46,S47.28
530
6" OF 3/4" CRUSH -LOCAL
44757 SF
$
0.96 $
38,491.02
44757
30D% $
38,491.02
540
4" OF ASPHALT - LOCAL
44757 SF
$
238 $
106,521 66
35131
78% 5
83,611.78
545
8" OF 3/4" CRUSH NEW GRAVEL ACCESS SCHOOL PROP
360 SF
$
2.85 $
1,026.00
360
100% $
1,026.00
550
9"OF 3"MINUS -GRAVEL TEMP CUL-DE-SAC
13523 SF
$
1.13 $
15,280.99
13S23
200% $
15,280.99
552
6- OF 3/4"CRUSH -GRAVEL TEMP CUL-DE-SAC
13523 SF
$
0.75 $
20,142.25
23523
100% $
10,142.25
554
9" OF 3" MINUS - POND ACCESS DRIVE
8061 SF
$
IA7 $
11,849.67
SD61
100% S
11,849.67
S56
6" OF 3/4" CRUSH - POND ACCESS DRIVE
8061 SF
$
047 $
7.023.07
8061
1009E $
7,013.07
558
MICRO POOL
2 EA
5
1,23970 $
2,47940
0% 5
560
POND GAUGES, FORESAY BERMS & TRICKLE CHANNELS
1 is
$
8,12477 5
8,12477
0 5
50% 5
4,06239
562
9" OF 3" MINUS- LOCAL 2ND ACCESS ORIVE
8359 SF
$
1.06 $
8,86054
0% 5
564
6" OF 3.4" CRUSH LOCAL - 2ND ACCESS DRIVE
8359 SF
$
0 86 $
7,188.74
D% $
566
4" OF ASPHALT LOCAL - 2ND ACCESS DRIVE
8359 SF
$
2 48 $
20,730 32
0% S
570
STOP BARS
1 LS
$
2,133.34 $
2,133.34
1
100% S
2,133.34
580
CROSSWALKS
I LS
$
2,73506 $
2,73S.06
1
100% $
2,735.06
605
MONUMENT SIGN
1 LS
$
3,044.28 $
3,044.28
1
100% $
3,04428
610
STOP/STREET NAME SIGNS
3 EA
$
1,492.15 S
4,473AS
3
100% $
4,473.45
620
SPEED LIMIT SIGNS
2 EA
$
1,079.90 $
8,638.40
2
100% $
2,15960
OFF_•SFTE
10
MOBILIZATION
1 LS
$
22,321.69 S
22,321.69
1
100% $
22,321.69
40
SILT FENCE
1100 LF
$
3.07 5
3,377.00
100
9% $
30700
50
INLET PROTECTORS
7 EA
$
69 D6 $
483.42
0
0% $
710
TRAFFIC CONTROL ( 12 DAYS)
1 LS
$
24,002.BS S
24,002.85
1
100% 5
24,002.85
712
REMOVE/SALVAGE EXISTING ROAD SIGN
5 EA
$
193.63 $
968.15
5
100% $
968.15
714
DEMO EXISTING LIGHT BASE/SALVAGE POLE
2 LS
$
1,640.57 IS
1,640.57
1
200% S
1,64057
718
REMOVE EXISTING CMP FES
2 EA
S
137.54 S
275.08
2
200% 5
275.08
720
DEMO CURB & DRAIN CHUTE
194 LF
S
9.57 5
L856.58
194
100% S
1,856.58
725
DEMO CONCRETE APPROACH
667 SF
5
1.41 $
940.47
667
100% 5
940.47
730
SAWCUT & REMOVE ASPHALT- AIRPORT ROAD EDGE
5510 SF
$
0.66 S
3,636.60
5510
100% $
3,636.60
735
SAWCUT& REMOVE ASPHALT - ASPHALT PATH
108 SF
$
6.00 S
648.00
208
100% $
648.00
738
STRIP & STOCKPILE TOPSOIL (16" DEPTH)
6855 CY
S
2.98 $
20,427.90
6855
100% S
20,427.90
110
EARTHWORK
1 LS
$
48,86552 S
48,865.52
1
200% $
48,965.52
750
PLACE PIPE SPOILS ON SITE
1577 CY
$
4.18 S
6,591.86
1577
100% S
6,591.86
T•0
REPLACE TOPSOIL ROW IS DEPTH)
2860 CY
$
6.87 5
19,648.20
2560
90% $
17,587.20
76S
HYOROSEED R O W
1 LS
5
15,228 79 $
15,228.79
09
90% 5
13,705.91
770
8" SEWER MAIN
1660 LF
S
80.94 $
134,360.40
1660
200% $
234,360.40
780
SEWER MANHOLES W/COLLAR
8 EA
$
6,964.32 $
55,714.56.
8
100% $
55,71456
790
CONNECT TO EXISTING SEWER MANHOLE
1 LS
$
2,67625 $
2,676.25
1
100% $
2,676.25
795
4" SEWER SERVICE
49 LF
S
217.98 $
5,781.02
49
100% $
5,791.02
900
6"SEWERSERVICE
213 LF
$
111.34 $
12,582.42
213
100% $
12,591.42
BID
LIFT STATION
1 LS
$
148,553.11 $
148553.11
1
100% $
148,553.11
815
PUMP PACKAGE
1 LS
$
200,982.14 $
200,982.14
1
100% $
200,982.14
820
PREP FOR BUILDING SLAB
1 LS
S
1,117.85 $
2,117.85
1
300% S
2,117.85
825
LIFT STATION GRAVEL AREA
3164 SF
$
3.41 $
10,789.24
3164
100% $
10,789.24
830
ELECTRICAL LIFT STATION
1 IS
$
98,243.19 $
98,243.19
1
200% $
98,243.29
835
FENCE/GATE
1 LS
$
8,612.24 $
8,612.24
1
100% $
8,612.14
840
6" SEWER FORCE MAIN W/FIITINGS
1600 LF
$
45.16 $
72,256.00
1600
100% $
72.256.00
842
CONNECT TO EXISTING FORCE MAIN
1 LS
S
959.77 $
959.77
1
300% $
959.77
848
EXTEND EXISTING 18" CMP & NEW 18- CMP W/FES
44 LF
$
194.26 $
8,207.44
44
100% S
8,107.44
850
EXTEND EXISTING 24" CMP
23 LF
$
128.38 S
2,952.74
23
200% $
2,952.74
852
RIP RAP OUTFALL
4 EA
S
673.71 $
2,694.84
4
100% $
2,694.84
255
4" IRRIGATION SLEEVES
243 LF
$
2092 $
5,083.56
243
10096 $
5,083.56
320
COMMON UTILITY TRENCH W/BEDDING
770 LF
$
13.96 $
10,672 20
770
100% S
10,672.20
330
2" COMMUNICATION CONDUIT W/SWEEPS & PULL ROPE
1622 LF
5
1.39 IS
2,240.68
1612
100% $
2,240.68
966
2"CONDUIT -LIFT STATION
108 LF
S
15.22 S
2,643.76
108
100% $
1,643.76
867
3"CONDUIT -LIFT STATION
19 LF
$
29.52 $
560.88
19
100% $
560.88
340
4" POWER CONDUIT W/SWEEPS & PULL ROPE
806 LF
$
15.78 $
12,718.68
806
100% $
12,718.68
872
2" ( DOUBLE) COMMUNICATION BORE
103 LF
$
61.27 $
6,310.81
103
10cH6 $
6,310.81
875
4" MAIN POWER BORE
103 LF
$
54.53 $
5,616.59
103
100% $
5,616.59
360
SINGLE PHASE ELECT VAULT
2 EA
$
1,300.50 5
2,601.00
2
200% $
2,601.00
370
THREE PHASE ELECT VAULT
2 EA
$
1,985.39 $
3,970.78
2
100% $
3,970.78
380
LIGHTING TRENCH W/BEDDING
200 LF
$
30.87 $
2,174.00
200
100% $
2,174.00
400
11/4- LIGHT CONDUIT W/SWEEPS & PULL ROPE
522 LF
$
9.39 S
4,901.58
522
100% $
4,90158
935
RE -INSTALL SALVAGED LIGHT POLE
1 LS
5
1,094.02 $
2,094.02
1
200% $
2,094.02
430
CURB & GUTTER -LAYDOWN
112 LF
$
33.77 $
3,782.24
112
200% $
3,792.24
440
CURB &GUTTER
634 LF
S
22.39 $
24,195.26
634
100% $
14,195.26
955
CONC DRAINAGE CHUTES
3 EA
$
1,842.74 $
5,528.22
3
10096 $
5,528.22
460
4" CONCRETE SIDEWALK W/GRAVEL
214 SF
$
6.24 $
721.36
114
100% $
711.36
450
6" CONCRETE APPROACH W/GRAVEL
2863 SF
$
1061 $
30,376.43
0% 5
975
6" CONC SIDEWALK/MAINTENANCE ACCESS
5338 SF
$
8.92 $
47,614.96
5338
100% $
47,614.96
976
SIDEWALR/MAINTENANa ACCESS -6- OF 3/4- CR ONLY
12770 SF
$
1.43 $
18,261.10
12770
100% S
18,262.10
978
6" CONCRETE HC RAMPS
281 SF
$
1647 $
4,628.07
282
100% $
4,628.07
980
DOME TILES - CAST IRON
2 EA
$
1,286.57 $
2,573.14
2
100% $
2,573.24
990
15'OF 3'MINUS -COLLECTOR
7779 SF
$
2.78 $
21,625.62
7779
200% S
22,625.62
1000
6' OF 3/4" CRUSH -COLLECTOR
7779 SF
$
1.35 $
10,501.65
7779
100% S
20,501.65
1010
4* OF ASPHALT -COLLECTOR
7779 SF
$
347 S
26,993.13
7779
100% $
26,993.13
1015
REPLACE EXISTING SALVAGED ROAD SIGN
5 EA
$
290.44 $
1,452.20
5
100% $
1,452.20
1018
"AUTHORIZED VEHICLES ONLY" SIGN
1 EA
$
1,079.80 S
2,079.80
1
100% $
1,079.90
1020
LINE STRIPING
1 LS
S
87522 $
875.22
1
100% S
875.22
710
TRAFFIC CONTROL (9 DAYS)
1 LS
$
19,703.41 $
19,703A1
1
100% $
19,703.42
1040
DEMO CURB & REPLACE
20 LF
$
49 65 $
993.00
20
100% S
993.00
1050
SAWCUT& REMOVE ASPHALT -AIRPORT RD/DRIVEWAYS
594 SF
$
3.89 $
2,310.66
594
100% $
2,310.66
750
PLACE PIPE SPOILS ON SITE
455 CY
$
397 $
1,806.35
45S
100% $
L806.35
1060
CONNECT TO EXISTING 12" MAIN
1 LS
$
1,878.71 $
1,878.71
1
100% $
1,878.71
1065
IACK & BORE FOR 12" WATER MAIN - PH 1
70 LF
$
961.58 $
67,310.60
70
100% S
67,310.60
192.
12' WATER MAIN
561 LF
$
91.96 $
51,589.56
561
100% $
51,589.56
196
12" GATE VALVES
5 EA
$
4,378.18 S
21,890.90
5
100% $
21,890.90
194
12" RTTINGS
6 EA
S
1,302.51 $
7,815.06
6
100% $
7,815.06
200
FIRE HYDRANT ASSEMBLY Off -Site
1 EA
$
9,660.68 S
9,660.68
1
200% $
9,660.68
1145
GEO FABRIC
154 SF
$
0.13 $
20.02
154
100% $
20.02
1150
9" & 15" OF 3" MINUS -AIRPORT RD/DRIVEWAY
594 SF
$
2.33 $
L384.02
594
100% $
1,394.02
1160
6' OF 3/4" CRUSH - AIRPORT RD/DRIVEWAY
594 SF
$
274 $
1,62756
594
100% $
1,62756
1170
3'&4'OF ASPHALT- AIRPORT RD/DRIVEWAY
594 SF
5
4.61 $
2,738.34
594
100% $
2,738.34
2275
SEEDING
1 LS
S
2,363.09 $
2,363.09
1
100% $
2,363.09
1190
LINE STRIPING
1 LS
5
875.22 $
87522
1
200% $
875.22
001-1
6" ROCK, HAUL, FABRIC, EXCAV/PLACE
5W LF
$
24.50 S
22,250.00
Soo
1DD% $
12,250.00
C01.2
TRENCH & BACKFILL/FIBER RELOCATE
400 LF
$
21.00 S
8,400.00
400
100% $
8,400.00
CO2-1
TRENCH STABILIZATION
213 LF
$
24.50 S
5,218.50
213
100% $
5,218.50
1190
LANDSCAPING/IRRIGATION
1 LS
$
236,13500 $
236,135.00
0.88
98% $
207,798.90
1200
LIFT STATION BUILDING
1 LS
S
40,292.93 S
40,292.93
1
200% $
40,292.93
TOTAL
$
6
6-140r
4,188,390 29
'2,508414
U 9a
97.3% $
4,075,881.56
Utility Lot Landscape/irrigation
65235 SF
$
185 $
120,684.75
0
0% $
Utility Lot MDT ROW landscape/irrigation/des
28660 SF
$
2.10 $
60,186.00
0
0% $
-
Added Lot S Hydrant ONTA A
1 EA
$
8,946.53 $
8,946.53
1
100% $
8,946.53
Electric Fees
* 1 LS
5
375,365.00 5
375,365.00
1
100% $
375,365.00
NW Energy Fees
1 LS
$
27,202.61 $
27,202.61
1
100% 5
27,202.61
*
North Forcemain Connection t,EE
LS
$
44,875.96 $
44,875.96
1
100% $
44,875.96
T06�N5
4,825,651.14
94% s
4,532,271.66
' CANTOSN
Balance remaining $
293.37949
125%Bond
Amount $
366,724.36
Q
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