Stillwater Dev/Sanitary Sewer Lift Station AgmtReturn to:
Aimee Brunckhorst I IIIIIIII II II (IIIIIIII IIIIIIIIII IIIIIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (III202300114
Page:1 of 3 30
Kalispell City Clerk Debbie Pierson, Flathead County MT by CL 7/27/2023 1$57 PM
201 1 s` Avenue East
Kalispell, MT 59901
SANITARY SEWER LIFT STATION AGREEMENT
THIS AGREEMENT, made and entered into this 13 day of June , 2023 , by and
between the CITY COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and hereinafter
referred to as the CITY, and Stillwater Bend, LLC a Limited Liability Corporation located at 341 West
Second Street, Suite 1, San Bemadino, California 92401 , Party of the Second Part and hereinafter referred
to as DEVELOPER. DEVELOPER intends to sell th pro eit that/'s t e sub' ct of this agreement to
"4`' Stillwater Development Partners. LLC , and d 1y'�- I 1 '� � as a signatory to
this agreement, agrees to be bound as set forth herein as the DEVELOPER.
rp
WITNESSETH:
THAT WHEREAS, the Developer is the owner and developer of a new subdivision within the City of
Kalispell, known as Stillwater Bend Phase 1, a 15-lot commercial subdivision located at NHN US Highway
93 North, more particularly described in Exhibit A; and
WHEREAS, Section 28.8.01(C) of the City of Kalispell Subdivision Regulations states that a subdivider
? shall not be allowed to bond for public sewer infrastructure improvements necessary to serve any lot being
n final platted; and
7� WHEREAS, the subdivision relies on a private lift station to provide sewer service for the subdivision; and
WHEREAS current market conditions have delayed the delivery of pumps necessary for completing the
construction and eventual operation of the lift station; and
WHEREAS, all other required infrastructure improvements have been installed or bonded for, and all final
plat requirements other than the lift station have been satisfied; and
WHEREAS, the Developer wishes to apply for final plat approval in order to accomplish a sale of the
entire subdivision to a third party; and
WHEREAS, the City of Kalispell has determined that, due to the projected delivery date of the pumps, the
status of the lift station as private, and the projected completion date of any construction requiring sewer
service, that the lift station would likely be operational prior to the completion or occupancy of any building
within the subdivision.
NOW THEREFORE, in consideration of the approval of the final plat of said Subdivision by the City, the
Developer hereby agrees as follows:
1) That documentation be provided confirming that the pumps are on order, along with the projected
delivery date represented to the City.
2) That no certificates of occupancy or substantial completion for any building will be issued by the
City until such time as the lift station improvements are completed, certified, and approved by the
City of Kalispell Public Works Department.
3) That no water meters will be installed for any lot until such time as the lift station improvements
are completed, certified, and approved by the City of Kalispell Public Works Department.
4) That impact fees will be paid at the time a building permit is issued.
IN WITNESS WHEREOF, the Parties have hereunto set their hands and seals the day and year herein
—J~ — -
(Title)
STATE OF MONTANA
COUNTY OF G�
On this 13 day of � v NW-- , 20 2-5, before me, a Notary Public for the State
of Mon a, personally appeared NyN5.0 o 0.5 , known to me to be the
of S-T hiffla _ u-L , whose name is subscribed to the
foreaoinAnstrument and acknowledged to me that he/she executed the same.
, I have hereunto set my hand and affixed my Notarial Seal this day and year
d M pFT STEPHEN M PETRINI
y4i��ptARlq�9'y NOTARY PUBLIC for the
Nota b ' he S e of Montana,State of Montana
* SEAL * Residing at Kalispell. Montana
Printed Z`l� 1 �, r� My Commission Expires
Residing at 1 9�OFM��p October S. 2025
My Commissi n Expires
;�&a
I� tAL• lY I eJo1/sp/�r�� cr ~1's.
by ���1��aVV� l�• 1'I�IJ Pg�C-�el�-
(Name) (Title)
STATE OF MONTANA
COUNTY OF r— Lich
On this Iyt day of 20 Z before me, a Notary Public for the State
of Montana, personally appeared V, I ` 'MEtc-fit VvN-L mown to me to be the
J.
pele' '0-4r—_ of w , ose name is subscribed to the
foregoing instrument and acknowledged to me that he/she executed the same.
IIV WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal this day and year
first above written.
Notary Public fo t e ti
Printed Name
Residing at �8
My Commission Exp1 es
M °Fr
STEPHEN M PETRINI
Q�EN
aOIAR144
NOTARY PUBLIC for the
State of Montana
" SEAL *
Residing at Kalispell, Montana
"� ee
pfFOF
My Commission Expires
MDP
October 8, 2025
` `�SttIITIFFff
MAYOR, CITY OF KALISPELL ATTEST: �\\
MAYOR C CLERK
C).. J89
•��NiP•
EXHIBIT A
THAT POW nON OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25. TOWNSHM KOR H, RANGE 22 WEST. PRINOPAL MERIDIAN,
MONTANk FIATKEAD COUNTY, MONTANA AND Lt NG MORE PARTMUWRLY OESCMBW As FOLLOM11/5
BEGINNING AT TKE ! VMW CTWN OF THE WEST BOUNDARY OF U.S, HIGHWAY NO 93. PRWECT NO F S-302)115, AND THE NORTH SOUNDARY OF SECTION 2 $,
TOWNSHIP 29 t=TM RANGE 22 WEST, THENCE ALONG SAID WEST BOIITIDARY Of SAID US M MVAY NO 93 TKE FOLLOWING THREE COURSES: SOIFrH OO'20'2r
WEST 820.Q FEET. SOUTH 13.414r EAST 412 FEET AND SOUTH 0720'2r WEST 460 6 FEET TO TKE SOUTH aouhi w OF THE NORTHEAST 1/4 Of THE KORTMEAST
1/4 OF SAjD SECTION 2S, THENCE ALONG SAID SOUTH 9OUNDWRY Of SWO AMUOT PART, SOUTH 89'SB'39' WEST 33" FEET, MORE OR L ESS, TO THE CENURUME
OF ME STIUWATER RT M THENCE ALOW SAID CEM6RUmE OF SAID STILL WATER WWA THE FOUOW KG THREE COURSES.
KORTH OS *4rlV WEST 34.7 FEET, NORM 28.34'Ir WEST 1631 FEET, AND NORTH 60.2571' WEST 100.S FEET; TKENCf NORTH 01*W40' WEST M4 FEET. MORE
OR LESS, THEM NORTH 66'OB 2r WEST 37&1 FEET, THENCE NORTH W2077• EAST 437 7 FEET TO THE NORTH BOWNDAW OF SAID AUQUOr PART, THENCE
ALONG SAID NORTH BOUNDARY Of SAID ALIQUOT PART, KORTH 89-Sr14- FAST 660.0 FEET TO THE MNTOf UGrj4m-A* CONTAr►tING 19.0 ACRES OF LAND. MORE
OR LESS.
Return to:
Aimee Brunckhorst
Kalispell City Clerk
201 1" Avenue East
Kalispell, MT 59901
IIIIIIII II II I III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII II I III IIII IIII 1
Fees: 5104 00
Debbie Pierson, Flathead County MT by CL 7/27/2023 1:57 PM
APPENDIX E
SUBDIVISION IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this 16 day of June , 2023 , by and
between the CITY COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and
hereinafter referred to as the CITY, and
Stillwater Bend, LLC , (Name of
Developer)
a Limited Liability Company
(Individual, Company or Corporation)
located at Limited Liabilitv 341 W Second Street STE 1, SanBernardino, CA 92401 ,
( Street Address/P. O. Box) (City, County, State, Zip)
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
Stillwater Bend -Phase 1 (Na
me of
Subdivision)
located at NE 1/4 of Section 25, T. 29 N.,P.M.,M.
(Location of Subdivision)
and,
WHEREAS, the City has conditioned it's approval of the final plat of
Stillwater Bend - 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% 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
S 952,776.33
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 $ 1,190,970.41 . 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 $ 1,190,970.41 the estimated cost of
completing the required improvements in Stillwater Bend - 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 31 , 20 24
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.
Stillwater Bend, LLC
(Name of Subdivision/Developer/Firm)
r
r
by ' �3
me) s Cm 6& (Title)
STATE OF MONTANA
COUNTY �C�'
On this l day of V. ,t , 20 z—� , before me, a Notary Public for the State
of Montana, ersonally appeared P f C*o LA* CoGt5501A 0 > , known to me to be the
of -:ir+-i lk T;,," , �-1- �- , whose name is subscribed to
t � foregoing ins meta and acknowledged to me that he/she executed the same.
SS WH�RE�)F, I have hereunto set my hand and affixed my Notarial Seal this day and year
State Nfttana
tANk. I Vf'A./
My ComrmltsidoExpires LEY "ZS -
MAYOR, CITY MKALISPELL
L�
MAYOR
�y� �o;,,��•y%
E L
$Q
STEPHEN M PETRINI
NOTARY PUBLIC for the
State of Montana
Residing at Kalispell, Montane
..
'FMJN�P
My Commission Expires
October 8, 2025
MR./1 / 1 , i-MAPO—`�
f
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.5964
A RESOLUTION CONDITIONALLY APPROVING THE PRELIMINARY PLAT OF
STILLWATER BEND PHASE 1, DESCRIBED AS 25 ACRES GENERALLY LOCATED IN
THE EAST HALF OF ASSESSOR TRACT 1F IN SECTION 25, TOWNSHIP 29 NORTH,
RANGE 22 WEST, P.M.M., FLATHEAD COUNTY, MONTANA.
WHEREAS, Spartan Holdings, 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
January 14, 2020 on the proposal and reviewed Subdivision Report #KPP-19-02 issued
by the Kalispell Planning Department; and
WHEREAS, the Kalispell City Planning Board and Zoning Commission has recommended approval
of the Preliminary Plat of Stillwater Bend Phase 1 subject to certain conditions and
recommendations; and
WHEREAS, the city council of the City of Kalispell at its regular council meeting of February 3,
2020, reviewed the Kalispell Planning Department Report #KPP-19-02, 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-19-02 are hereby adopted as the Findings of Fact of the city council.
SECTION 2. That the application of Spartan Holdings, LLC, for approval of the Preliminary
Plat of Stillwater Bend Phase 1, Kalispell, Flathead County, Montana is hereby
approved subject to the following conditions:
The Planned Unit Development for Stillwater Bend allows the following deviations from the
Zoning Regulations:
a) Kalispell Zoning Ordinance, Section 27.20.029(3) — Allows a reduction of the
entrance corridor highway buffer from 100-feet to 50-feet.
2. The Planned Unit Development for Stillwater Bend allows the following deviations from the
Kalispell Subdivision Regulations:
a. Kalispell Subdivision Regulations, Section 28.3.07(B)(1) — Allows a reduction in
Stillwater River setback from 200-feet to the setback line determined by the
geotechnical report, provided the setback cannot be less than 100-feet.
3. A 100-foot Stillwater River setback shall be restored with native riparian habitat. A
landscape plan shall be submitted by a specialist (landscape architect, engineer, hydrologist,
botanist, scientist, etc.) with experience in riparian area restoration. The landscape plan shall
be approved by the Parks and Recreation Director in addition to any other applicable
governmental agencies prior to final plat.
4. As part of the engineering review process, the City of Kalispell shall have the option to
submit the geotechnical analysis to a third party for review.
5. Architectural renderings are required to be submitted to the Kalispell Architectural Review
Committee for review and approval prior to issuance of a building permit. Building design
shall be provided as listed below:
a. Four sided architecture is required for all structures and buildings. Large, rectangular
masses should be avoided by incorporating offsets in the wall and roof. A change in
the plane of the walls, changing the direction or providing some variety in the roof
form gives diversity and visual interest.
b. Entries should be a prominent component of the building face by providing an
architectural covered or recessed entry with modified roof accent and increased
usage of windows and trim.
c. Franchise architecture may be subject to modification to achieve the building style
objectives.
d. The design of gas pump islands shall be architecturally integrated with other
structures on -site using similar colors, materials and architectural detailing.
e. All roof mounted equipment, i.e. HVAC, should be shielded from all views.
6. Free standing signage within the common area adjacent to the highway shall be limited to
one monument sign as defined in Section 27.20.29(1)(b). The sign shall be limited to 22-feet
in height and 90 square feet per face. The sign shall also function as a common monument
sign for the development.
7. Lots within the development shall be limited to the sign standards applicable to the B-2
Zone, except for Lots adjacent to the common area, currently shown as Lots 1, 5, 9, 12, 14,
and 15. Free standing signage on those lots shall be limited to 6-feet in height and 36 square
feet per face and located to the west of the building constructed on the lots.
8. Buildings on Lots 1, 5, 9, 12, 14, and 15 shall be limited to 45-feet in height.
9. The storm water pond shall be designed in a way that it becomes a visual interest to the
development. Chain link fencing surrounding the retention pond as the dominant fixture is
prohibited. The developer shall work closely with the Parks Department and Public Works to
come up with a design that is both visually appealing and meets the required safety
guidelines. It is intended that when the project is developed the pond will act as a
recreational feature and extension of the Stillwater River buffer, rather than a private
maintenance utility facility.
10. An 8-foot impervious path shall be constructed within the common area connecting the
unnamed north/south City street to Phase 2 to the west.
11. 5-foot sidewalks shall be constructed within the private drives accessing Lots 1-8.
12. Direct access onto Rose Crossing shall be prohibited.
13. 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.
14. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
15. 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.
16. 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.
17. 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.
18. Water mains shall not terminate in dead ends.
19. 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.
20. 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 or a proper bond
has been accepted for unfinished work.
21. The developer shall obtain an approach permit from the Montana Department of
Transportation (MDT) for approaches onto U.S. 93 North. If any improvements are
necessary at the intersection of the roadways, these improvements shall be completed to the
satisfaction of the MDT prior to final plat and MDT shall so certify this in writing to the city.
22. Prior to final plat all mitigation required as part of the approved traffic impact study shall be
completed. All improvements shall be reviewed and approved by either the Public Works
Department or Montana Department of Transportation. A letter from the Kalispell Public
Works Department or Montana Department of Transportation shall be submitted stating that
all new infrastructure has been accepted by the City of Kalispell or State of Montana. If
infrastructure work has not been accepted, a letter stating that a proper bond has been
accepted for the unfinished work by the appropriate agency is required.
23. All existing and proposed easements shall be indicated on the face of the final plat. A letter
from the Kalispell Public Works Department shall be obtained stating that the required
easements are being shown on the final plat.
24. 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
25. 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.
26. A property owners' association (POA) shall be formed and established for the common areas
prior to final plat. The POA should include provisions for the maintenance of all common
areas.
27. 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.
28. 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 highway buffer.
29. 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 taxes
levied within the maintenance district shall be determined by the Parks and Recreation
Department with approvals by the Kalispell City Council.
30. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
31. All utilities shall be installed underground.
32. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
33. A 310 permit shall be obtained from the Montana Department of Natural Resources and
Conservation — Conservation District Bureau, for any disturbances/and or improvements
adjacent the Stillwater River.
34. An approval from the Army Corps of Engineers shall be obtained for work adjacent the
Stillwater River.
35. The developer shall work with Eagle Transit to establish bus stop location(s) within the
development. Bus stop location(s) shall be improved in accordance with Eagle Transit's
requirements, which may include a bus shelter. This condition is waived if Eagle Transit
provides a letter in writing that it will not serve the development.
36. 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.
SECTION 3. 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 3RD DAY OF FEBRUARY, 2020.
ATTEST:
U Al —In A -- ��6
Ai ee Brunckhorst, CMC
City Clerk
Mark Johns n
Mayor
,owl i i 6
CP
SEAL
1892
RESOLUTION NO.6115
A RESOLUTION APPROVING A TWO-YEAR EXTENSION TO THE PRELIMINARY
PLAT OF STILLWATER BEND PHASE 1 SUBDIVISION.
WHEREAS, the City Council of the City of Kalispell granted preliminary plat approval for
Stillwater Bend Phase 1 on February 3, 2020; and
WHEREAS, the developers, Spartan Holdings, LLC, have requested a two-year extension to the
preliminary plat of Stillwater Bend Phase 1 due to supply chain issues and winter
weather; and
WHEREAS, good cause exists for the request for extension by Spartan Holdings, LLC and it is in
the best interests of the city that the extension be given.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL, MONTANA AS FOLLOWS:
SECTION 1. That the application of Spartan Holdings, LLC, for a two-year extension of
the preliminary plat of Stillwater Bend Phase I Subdivision, Kalispell,
Flathead County, Montana is hereby approved.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF
THE CITY OF KALISPELL, THIS 3RD DAY OF JANUARY, 2023.
(,--
V:-= -, - -_ _ -,
Mark Johnso
Mayor
ATTEST:
Ct' w bO/L
Ai a Brunckhorst, CMC
City Clerk
Exhibit B - Stillwater Bend- Phase 1 Enaineers Estimate
6 12 2023
10
MOBILIZATION
1 LS
$ 54,000.00
$ 54,000.00
75%
$ 40,500.00
20
SWPPP
1 LS
$ 6,300.00
$ 6,300.00
100%
$ 6,300.00
30
WATTLES
1,400 LF
$ 4.02
$ 5,628.00
60%
$ 3,376.80
40
SILT FENCE
2,000 LF
$ 2.88
$ 5,760.00
100%
$ 5,760.00
50
TRACKING PAD
2 EA
$ 2,100.00
$ 4,200.00
100%
$ 4,200.00
60
INLET PROTECTORS
39 EA
$ 62.00
$ 2,418.00
0%
$ -
70
SURVEY STAKING
1 LS
$ 32,305.63
$ 32,305.63
95%
$ 30,690.35
75
ADDITIONAL SURVEY STAKING
1 LS
$ 9,700.00
$ 9,700.00
100%
$ 9,700.00
80
DEMO EXISTING FENCE
52 LF
$ 5.30
$ 275.60
100%
$ 275.60
90
REMOVE EXIST STRM PIPE/SALV ST
103 LF
$ 7.18
$ 739.54
100%
$ 739.54
95
CAP & ABANDON EXIST STORM
1 LS
$ 785.00
$ 785.00
100%
$ 785.00
100
DEMO EXISTING GRAVEL
192 CY
$ 9.10
$ 1,747.20
100%
$ 1,747.20
110
SAWCUT & REMOVE ASPHALT
5,105 SF
$ 1.00
$ 5,105.00
75%
$ 3,828.75
120
CLR&GRUB SLOPE TO BE REGRADED
21,500 SF
$ 0.53
$ 11,395.00
100%
$ 11,395.00
130
STRIP & STOCKPILE TOPSOIL
37,815 CY
$ 2.51
$ 94,915.65
100%
$ 94,915.65
140
SITE CUT/ FILL
1 CY
$ 548,200.00
$ 548,200.00
100%
$ 548,200.00
145
ADDITIONAL EARTHWORK - GRADE CHANGES
1 LS
$ 70,300.00
$ 70,300.00
95%
$ 66,785.00
150
REPLACE 6" OF TOPSOIL
22,810 CY
$ 6.21
$ 141,650.10
100%
$ 141,650.30
160
SEED DISTURBED
1 LS
$ 38,500.00
$ 38,500.00
25%
$ 9,625.00
170
CONN TO EXISTING 12" MAIN STUB
1 LS
$ 660.00
$ 660.00
100%
$ 660.00
180
CONN TO EXISTING 14" MAIN
1 LS
$ 5,700.00
$ 5,700.00
100%
$ 5,700.00
190
8" WATER MAIN
2,605 LF
$ 65.68
$ 171,096.40
100%
$ 171,096.40
200
8" FITTINGS
16 EA
$ 648.00
$ 10,368.00
100%
$ 10,368.00
210
8"GATE VALVES
20 EA
$ 2,174.00
$ 43,480.00
100%
$ 43,480.00
220
FIRE HYDRANT ASSEMBLY
9 EA
$ 6,300.00
$ 56,700.00
100%
$ 56,700.00
225
BOLLARDS AT FIRE HYDRANT
2 EA
$ 615.00
$ 1,230.00
0%
$ -
230
1" IRRIG SERV W/METER PIT
1 EA
$ 2,815.00
$ 2,815.00
100%
$ 2,815.00
240
1.5" WTR SERV W/METER PIT
15 EA
$ 6,730.00
$ 100,950.00
100%
$ 100,950.00
250
CONN TO EXIST SWR MANHOLE
1 LS
$ 1,650.00
$ 1,650.00
100%
$ 1,650.00
255
CONNECT TO EXIST SEWER MH - 6" FORCE
MAIN
1 LS
$ 1,730.00
$ 1,730.00
100%
$ 1,730.00
260
4" SEWER FORCE MAIN
1,636 LF
$ 46.48
$ 76,041.28
100%
$ 76,041.28
265
6" SEWER FORCE MAIN
1636 LF
$ 34.62
$ 56,638.32
100%
$ 56,638.32
270
DIRECTIONAL DRILL
165 LF
$ 62.46
$ 10,305.90
100%
$ 10,305.90
275
DIRECTIONAL DRILL- 6" FORCE MAIN
165 LF
$ 107.67
$ 17,765.55
100%
$ 17,765.55
280
8" SEWER MAIN
1,722 LF
$ 62.20
$ 107,108.40
99%
$ 106,037.32
290
SEWER MANHOLES
9 EA
$ 3,944.00
$ 35,496.00
100%
$ 35,496.00
295
SEWER STRUCTURE ADJUSTMENTS
1 LS
$ 415.00
$ 415.00
100%
$ 415.00
300
4" SEWER SERVICES
15 EA
$ 1,830.00
$ 27,450.00
100%
$ 27,450.00
310
LIFT STATION WET WELL AND PLUMBING
1 LS
$ 48,600.00
$ 48,600.00
100%
$ 48,600.00
315
LIFT STATION ADJUSTMENTS
1 LS
$ 11,770.00
$ 11,770.00
100%
$ 11,770.00
320
PUMP PACKAGE
1 LS
$ 87,850.00
$ 87,850.00
80%
$ 70,280.00
325
PUMP PACKAGE ADJUSTMENTS
1 LS
$ 32,485.00
$ 32,485.00
80%
$ 25,988.00
330
LIFT STATION BUILDING
1 LS
$ 61,525.00
$ 61,525.00
50%
$ 30,762.50
340
GENERATOR
1 LS
$ 64,530.00
$ 64,530.00
0%
$ -
350
12" STORM DRAIN
2,497 LF
$ 57.32
$ 143,128.04
99%
$ 141,696.76
355
12" STORM DRAIN
286 LF
$ 75.12
$ 21,484.32
100%
$ 21,484.32
357
12" RCP STORM DRAIN W/ FES
80 LF
$ 125.64
$ 10,051.20
100%
$ 10,051.20
360
15" STORM DRAIN
813 LF
$ 58.87
$ 47,861.31
100%
$ 47,861.31
365
RIP RAP OUTFALLS
20 CY
$ 123.01
$ 2,460.20
50%
$ 1,230.10
370
CATCH BASIN W/APRON
16 EA
$ 2,780.00
$ 44,480.00
100%
$ 44,480.00
375
CATCH BASIN W/APRON
1 EA
$ 3,185.00
$ 3,185.00
100%
$ 3,185.00
380
STORM MANHOLES
16 EA
$ 3,460.00
$ 55,360.00
100%
$ 55,360.00
385
STORM MANHOLES
3 EA
$ 4,060.00
$ 12,180.00
100%
$ 12,180.00
387
STORM DRAIN STRUCTURE ADJUSTMENTS
1 LS
$ 20,200.00
$ 20,200.00
100%
$ 20,200.00
400
4030-8 CDS UNIT (8FT DIAMETER)
1 EA
$ 51,000.00
$ 51,000.00
100%
$ 51,000.00
410
CDS UNIT
1 EA
$ 28,560.00
$ 28,560.00
100%
$ 28,560.00
420
SKIMMER STRUCTURE
1 EA
$ 4,100.00
$ 4,100.00
100%
$ 4,100.00
430
GRADE SWALES
1097
$ 6.22
$ 6,823.34
100%
$ 6,823.34
440
IRRIGATION SLEEVES
499 LF
$ 16.21
$ 8,088.79
100%
$ 8,088.79
450
COMMON UTILITY TRNCH W/BEDDING
2,863 LF
$ 11.33
$ 32,437.79
100%
$ 32,437.79
455
COMMON UTILITY TRENCH W/ BEDDING
1,297 LF
$ 12.45
$ 16,147.65
100%
$ 16,147.65
457
6" POWER CONDUIT
991 LF
$ 25.42
$ 25,191.22
100%
$ 25,191.22
460
4" PWR FEED W/SWEEPS&PULL ROPE
2,867 LF
$ 11.20
$ 32,110.40
100%
$ 32,110.40
462
4" POWER FEED CONDUIT W/SWEEPS & PULL
ROPE
-192
$ 9.01
$ (1,729.92)
100%
$ (1,729.92)
463
3" CONDUIT W/ SWEEPS & PULL ROPE
670 LF
$ 9.93
$ 6,653.10
100%
$ 6,653.10
465
2" COMM CONDUIT W/SWEEPS
6,134 LF
$ 5.10
$ 31,283.40
100%
$ 31,283.40
467
2" COMM CONDUIT W/SWEEPS
2174 LF
$ 5.01
$ 10,891.74
100%
$ 10,891.74
470
LIGHT TRENCHING W/BEDDING
340 LF
$ 12.94
$ 4,399.60
100%
$ 4,399.60
480
LIGHT COND W/SWEEPS&PULL ROPE
1,654 LF
$ 3.65
$ 6,037.10
100%
$ 6,037.10
485
LIGHT CONDUIT W/SWEEPS & PULL ROPE
434 LF
$ 5.91
$ 2,564.94
100%
$ 2,564.94
490
LIGHT BASES
11 EA
$ 1,065.00
$ 11,715.00
100%
$ 11,715.00
495
JUNCTION BOXES - LIGHTING
7 EA
$ 800.00
$ 5,600.00
100%
$ 5,600.00
500
3 PHASE VAULTS
11 EA
$ 1,700.00
$ 18,700.00
100%
$ 18,700.00
505
3 PHASE VAULTS
1 EA
$ 1,970.00
$ 1,970.00
100%
$ 1,970.00
510
SINGLE PHASE VAULTS
2 EA
$ 1,105.00
$ 2,210.00
100%
$ 2,210.00
515
SINGLE PHASE VAULTS
1 EA
$ 1,105.00
$ 1,105.00
100%
$ 1,105.00
520
6" CONCRETE APPROACH
1,441 SF
$ 7.94
$ 11,441.54
0%
$ -
525
6" CONCRETE APPROACH
41 SF
$ 7.93
$ 325.13
0%
$
530
6" CONCRETE MAILBOX APRON
1,441 SF
$ 7.19
$ 10,360.79
0%
$ -
540
8" CONCRETE MAILBOX PAD
28 SF
$ 27.73
$ 776.44
0%
$ -
550
MDT MOUNTABLE CURB TYPE A
131
$ 30.15
$ 3,949.65
0%
$ -
560
4" MDT MEDIAN CAP
1141
$ 5.15
$ 5,876.15
0%
$ -
570
MDT VERTICAL CURB
158
$ 26.14
$ 4,130.12
0%
$ -
580
MDT CURB & GUTTER
130 LF
$ 30.10
$ 3,913.00
0%
$
585
MDT CURB & GUTTER
-59 LF
$ 30.09
$ (1,775.31)
0%
$
590
CURB & GUTTER
3,825 LF
$ 18.67
$ 71,412.75
85%
$ 60,700.84
600
CURB & GUTTER - DRIVE OVER
365 LF
$ 25.52
$ 9,314.80
0%
$ -
601
CURB & GUTTER - DRIVE OVER/ LAY DN
18 LF
$ 25.59
$ 460.62
0%
$ -
603
VERTICAL CURB
124 LF
$ 26.14
$ 3,241.36
0%
$ -
605
VERTICAL CURB- LAYDOWN
24 LF
$ 34.93
$ 838.32
0%
$ -
607
2 FT VALLEY GUTTER
141 LF
$ 28.36
$ 3,998.76
0%
$
610
lHC RAMPS W/GRAVEL
934 SF
$ 9.19
$ 8,583.46
0%
$
620
HC RAMPS W/CURB BACK W/GRAVEL
352 SF
$ 11.85
$ 4,171.20
0%
$
625
HC RAMPS W/CURB BACKING W/GRAVEL
-21 SF
$ 11.86
$ (249.06)
0%
$
630
DOME TILES
60 SF
$ 30.69
$ 1,841.40
0%
$ -
640
DOME TILES - CAST IRON - MDT
80 SF
$ 45.77
$ 3,661.60
0%
$ -
645
DOME TILES - CAST IRON - MDT
60 SF
$ 45.76
$ 2,745.60
0%
$ -
650
SIDEWALK W/GRAVEL
20893 SF
$ 4.73
$ 98,823.89
80%
$ 79,059.11
660
12" OF 3" MINUS GRAN ACCESS R
18,585 SF
$ 1.12
$ 20,815.20
100%
$ 20,815.20
670
3" OF 3/4" CRUSH - GRAV ACC RD
18,585 SF
$ 0.36
$ 6,690.60
40%
$ 2,676.24
680
GRAVEL CHECK DAM
664 SF
$ 6.31
$ 4,189.84
0%
$ -
690
9" OF 3" MINUS - LOCAL STREET
44,539 SF
$ 0.89
$ 39,639.71
100%
$ 39,639.71
700
6" OF 3/4" CRUSH- LOCAL STREET
44,539 SF
$ 0.65
$ 28,950.35
100%
$ 28,950.35
710
4" OF ASPHALT - LOCAL STREET
44,539 SF
$ 1.94
$ 86,405.66
0%
$ -
720
15" OF 3" MINUS- COLLECTOR ST
25,135 SF
$ 1.41
$ 35,440.35
100%
$ 35,440.35
730
6" OF 3/4" CRUSH -COLLECTORS ST
25,135 SF
$ 0.66
$ 16,589.10
100%
$ 16,589.10
740
4" OF ASPHALT - COLLECTORS ST
25,135 SF
$ 2.00
$ 50,270.00
0%
$ -
750
15" OF 3" MINUS - MDT R.O.W.
9,098 SF
$ 1.37
$ 12,464.26
100%
$ 12,464.26
760
6" OF 3/4" CRUSH - MDT R.O.W.
9,098 SF
$ 0.68
$ 6,186.64
100%
$ 6,186.64
770
4" OF ASPHALT - MDT R.O.W.
9,098 SF
$ 2.07
$ 18,832.86
0%
$ -
780
8" OF 3/4" CRUSH -ASPHALT PATHS
16,471 SF
$ 1.21
$ 19,929.91
100%
$ 19,929.91
790
3" OF ASPHALT - ASPHALT PATHS
16,471 SF
$ 2.03
$ 33,436.13
0%
$ -
800
PAVED DRIVE TIE-IN W/GRAVEL
226 SF
j $ 9.52
$ 2,151.52
0%
$
810
BLOCK RETAINING WALL
267 LF
$ 199.00
$ 53,133.00
40%
$ 21,253.20
815
BLOCK RETAINING WALL
258 LF
$ 151.00
$ 38,958.00
40%
$ 15,583.20
820
SIGNAGE
12 EA
$ 588.00
$ 7,056.00
0%
$
830
PICNIC TABLES
2 EA
$ 3,874.00
$ 7,748.00
0%
$ -
835
PICNIC TABLES - CONCRETE PADS
328 SF
$ 9.54
$ 3,129.12
0%
$
840
BENCHES
3 EA
$ 1,996.00
$ 5,988.00
0%
$
850
FENCE W/12FT & 3FT GATES
167 LF
$ 37.66
$ 6,289.22
0%
$
880
24" WHITE STOP BAR
80 LF
$ 6.46
$ 516.80
0%
$
890
4" SINGLE LINE STRIPE
570 LF
$ 0.81
$ 461.70
0%
$
900
4" DOUBLE YELLOW C/L
1,600 LF
$ 1.62
$ 2,592.00
0%
$
910
8" WHITE - CROSS WALKS
384 LF
$ 3.23
$ 1,240.32
0%
$ -
920
YIELD STRIPING DIAMONDS C-WALK
30 SF
$ 4.85
$ 145.50
0%
$
930
GORE AREA
150 SF
$ 4.85
$ 727.50
0%
$ -
940
WORDS & SYMBOLS
100 SF
$ 4.85
$ 485.00
0%
$
950
IRRIGATION (INCLS TEMP IRRIGA)
1 LS
$ 103,800.00
$ 103,800.00
0%
$ -
952
IRRIGATION
1 LS
$ 129,875.00
$ 129,875.00
0%
$ -
954
REMOVE/ UPSIZE 1" IRRIG SRVC TO 1.5"
1 LS
$ 8,286.00
$ 8,286.00
300%
$ 8,286.00
956
1.5" IRRIGATION SERVICE
1 LS
$ 10,340.00
$ 10,340.00
100%
$ 10,340.00
960
LANDSCAPING/TREES
1 LS
$ 83,725.00
$ 83,725.00
0%
$ -
965
LANDSCAPING
1 LS
$ 37,110.00
$ 37,110.00
0%
$ -
970
RIPARIAN WORK ALONG RIVER
1 LS
$ 42,540.00
$ 42,540.00
100%
$ 42,540.00
980
HWY 93 SIGNAL- DEMO / EPDXY
1 LS
$ 17,250.00
$ 17,250.00
0%
$ -
990
TRAFFIC CONTROL
1 LS
$ 16,500.00
$ 16,500.00
80%
$ 13,200.00
1000
TRAFFIC SIGNAL
1 LS
$ 92,724.00
$ 92,724.00
99%
$ 91,796.76
1005
SOUTH ENTRANCE MDT ELEC
1 LS
$ 38,075.00
$ 38,075.00
100%
$ 38,075.00
CL
CL Relocation
1 LS
$ 20,525.33
$ 20,525.33
100%
$ 20,525.33
$ 4,093,588.621 76.7% 1 $ 3,140,812.29
Work Outstanding
$
952,776.33
SIA Bond Amount
$
1,190,970.41