2021 SIA/430 Stillwater Road LLC/Stillwater Crossing Ph 2 & 31,
Return to:
Aimee Brunckhorst
Kalispell City Clerk Jill III 11111111111 Page. I of3134
51 Avenue East Fees: gg10 PM
201 I
Debbie Pierson, Flathead County MT by SM 12/23/2021 3:27 PM
Kalispell, MT 59901
APPENDIX E
SUBDIVISION IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this /3 day of ��202/ , by and
between the CITY COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and
hereinafter referred to as the CITY, and
430 Stillwater Road. LLC (Name of
Developer)
a Company
(Individual, Company or Corporation)
located at 717 W. Sprague Ave. Ste 802 Spokane, WA 99210 ,
(Street Address/P. 0. 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 Crossing Phase 2 & 3 (Name of
Subdivision)
located at S 112 Section 35, T29N, R22W, P.M.M., Flathead County Montana
(Location of Subdivision)
and,
WHEREAS, the City has conditioned it's approval of the final plat of
Stillwater Crossing Phase 2 & 3 , 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
$ $960,425.00
NOW THEREFORE, in consideration of the approval of the final plat of said Subdivision by the City,
the Developer hereby agrees as follows:
1. 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 $ $1,200,531.00 . 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 $ $1,200,531.00 the estimated cost of
completing the required improvements in Stillwater Crossing Phase 2 & 3
(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 August 22 , 202Z.
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.
430 Stillwater Road, LLC
(Name of Subdivision/Developer/Firm)
by 41hJ -tic
ame) (Title)
STATE OF MONTANA /
COUNTY OF 'R O d
On this 3 day of �L�'�b`� , 20 11 , before me, a Notary Public for the State
of Montana, personally appeared �a S a-•-- 5 , known to me to be the
P'ojt-CF—iry,�2cF ofy Iu--k-,�e-oa , I C.C.0 , whose name is subscribed to
the foregoing instrument and acknowledged to me that he/she executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal this day and year
first above written.
UVI'st,
Notary Public for the State offi4 ontana
Printed Name ft% ls0C't -r- ^
Residing at CpKA-4 , "li Sw I l V-T-
My Commission Expires M"
MAYOR, CITY OF KALISPELL
MAYOR
ATTEST:
CITNV CLERK
a� cocy
MINDY COCHRAN
OTAR;q 992
NOTARY PUBLIC for the
SEAL a
State of Montana
Residing at Kalispell, MT
9 P=
OF Mod`
My Commission Expires
May 17, 2023.
S,A ,
1892 Q�
oo Z:
'•!LlpNi
EXHIBIT A
RECOMMENDATIONS
I. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt
Staff Report #KPUD-20-01 as findings of fact and recommend to the Kalispell City
Council that the PUD for Stillwater Crossing be approved subject to the conditions listed
below:
II. It is recommended that the Kalispell City Planning Board and Zoning Commission adopt
Staff Report #KPUD-20-01 as findings of fact and recommend to the Kalispell City
Council that the subject property zoned R-3 (Residential) be rezoned to RA-1
(Residential Apartment) and B-1 (Neighborhood Business).
III. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt
staff report #KPP-20-01 as findings of fact and recommend to the Kalispell City Council
that the preliminary plat for Stillwater Crossing be approved subject to the conditions
listed below:
CONDITIONS OF APPROVAL
1. The Planned Unit Development for Stillwater Crossing allows the following deviations
from the Zoning Regulations:
A
(a) Minimum lot area: Kalispell Zoning Ordinance Sec 27.09.040(1) — Minimum lot
size in the RA-1 zone is 6000 square feet plus 3000 square feet for each unit
beyond a duplex. This deviation reduces minimum lot area to 4180 square feet
for the single-family lots and to 1652 square feet per unit for the multi -family lot.
(b) Minimum lot width: Kalispell Zoning Ordinance Sec.27.09.040(2) — The
minimum lot width in the RA-1 zone is reduced from 50 feet to 44 feet.
2. The Planned Unit Development for Stillwater Bend allows the following deviations from
the Kalispell Subdivision Regulations:
(1) Block length: Kalispell Subdivision Regulations Sec 28.3.12(A)(2) — Block
lengths must be at least 250 feet, but not more than 600 feet. This deviation
would allow blocks in excess of 600 feet provided that pedestrian connections are
included per the submitted plans plus an additional connection from the linear
park in the southwest corner of the development
(2) Alleys: Kalispell Subdivision Regulations Sec 28.3.15 — Alleys are typically
required for single family lots less than 50 feet in width. This deviation would
eliminate the requirement for alleys provided that the property is developed per
the submitted plans.
3. The B-1 (Neighborhood Business) zone on the property shall be designated as a PUD
Placeholder and a separate PUD application shall be submitted for review and approval
prior to any development within that zone.
4. 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.
5. 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.
6. 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.
7. 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.
26
8. Architectural renderings are required to be submitted to the Kalispell Architectural
Review Committee for review and approval prior to issuance of a building permit for any
structure other than the single-family dwellings. 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. All roof mounted equipment, i.e. HVAC, and any utility services should be
shielded from all views.
9. Signage shall be allowed as provided for RA-1 zones within the sign regulations
contained in the Kalispell Zoning Ordinance.
10. 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 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 ponds will act as features, particularly along the roadways, rather than a
private maintenance utility facility.
11. In order to ensure unique and varied street frontage with varied roof configurations and
facades with staggered locations on each parcel, the applicant shall prepare a plan calling
out an appropriate mix of multiple home designs and site layouts for the single-family
area, to be reviewed and approved by the Kalispell Planning Department. This plan shall
be submitted prior to any building permit approvals within the single-family phase of the
development.
12. A view -obscuring fence along Four Mile Drive, Stillwater Road, and Savannah Road
shall be installed by the developer. The fencing plan shall be submitted to the Planning
Department and the Architectural Review Committee for review and approval and shall
include a consistent, aesthetically pleasing design.
13. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
14. 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.
15. The developer shall submit to the Kalispell Public Works Department prior to
OVA
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.
16. 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.
17. 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.
18. 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.
19. 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 the Public Works
Department. 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 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.
20. 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.
21. 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."
ev oper's Signature
22. 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.
28
23. While the development is planned as a rental community with a maintenance plan
administered by the lessor, the subdivision creating separate lots necessitates provisions
for a common area maintenance plan administered by a homeowners' association (HOA),
which shall be provided for prior to final plat. The HOA should include provisions for the
maintenance of all common areas in recorded covenants including, but not limited to,
storm drainage facilities, open space, park areas, and clubhouses. As part of the storm
drainage facilities, the association will be required to mow the area to reduce fire hazard
and reduce spread of noxious weeds.
24. 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.
25. 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,
including Four Mile Drive and Stillwater Road.
26. A park plan shall be created and approved by the Parks and Recreation Director prior to
final plat of Phase 1.
27. 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.
28. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
29. All utilities shall be installed underground.
30. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
31. 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.
32. The existing irrigation well along Stillwater Road shall be protected by preserving
electrical service to the well and having a means to install pipe from the well to the extent
of this project and surrounding developments. Preferably, the well should be transferred
to the City or abandoned and replaced in -kind elsewhere in Section 35, with the specific
location being at the discretion of the City of Kalispell. However, it is currently under
separate ownership and is part of undeveloped property to the north. It should be
addressed either as part of the engineering design for this project or as part of any
approval for the property to the north.
29
33. The parking spaces at the clubhouse in the single-family phase shall be amended to
provide for a protected pull-out area, utilizing standard boulevard and approaches without
backing into the street.
34. A final geotechnical report shall be prepared and submitted to the Public Works
Department for review prior to engineering design for the subdivision. It shall also be
submitted to the Building Department prior to issuance of any building permits within the
development.
35. In designing the water system for the subdivision, water services shall come off of
internal water mains and not the transmission main. The water main in Savannah Road
shall be a 12-inch main.
36. Any publicly owned mains within Phase 2 shall be located within drive aisles and an
easement dedicated to the City.
37. The applicant will extend sewer service from the west to the property and will need to
extend the sewer to the east in Four Mile Drive and north in Stillwater Road to the
northeastern corner of the development.
38. Sewer within Lot 85 for the multi -family development will need to be private until the
point of connection in Savannah Road.
39. Phasing for the right-of-way improvements would include all improvements in Four Mile
Drive and Savannah Road, plus the internal local road, as part of Phase 1 and all of the
right-of-way improvements in Stillwater Road from the intersection with Four Mile Drive
to the northeastern corner of the development would be part of Phase 2. Improvements
related to the intersection of Four Mile Drive and Stillwater Road shall be included with
Phase 1 improvements.
40. Savannah Road shall be designed as a collector street and extend to the subdivision's
northern property boundary. A temporary turnaround shall be constructed along with
provisions for snow storage until such time as the street connects to the north. There shall
not be individual driveway approaches onto Savannah from the single-family area on the
west, and only limited shared approaches from the multi -family and neighborhood
commercial area on the east side of the road.
41. The full frontage of Stillwater Road shall be improved to an urban standard for a minor
arterial from the intersection with Four Mile Drive to the northeastern corner of the
development. The approach on Stillwater Road shall include a center turn lane.
42. The frontage of Four Mile Drive shall be improved to a rural standard for a minor
arterial. Approaches on Four Mile Drive shall include center turn lanes and standard
street intersection requirements (ADA ramps, crosswalks, lighting, etc.).
30
43. The intersection of Stillwater Road and Four Mile Drive shall be improved to provide for
left-hand turn lanes on the south and west legs to match the existing left-hand turns on the
north and east legs. The intersection shall also include sidewalks.
44. On the west side of the western approach onto Four Mile Drive, a pedestrian actuated
rapid flashing beacon for a crosswalk needs to be installed with no midblock crossing on
Four Mile Drive.
45. Any required additional right-of-way necessary for the improvements shall be dedicated
to the City of Kalispell. Additionally, the fee interest in the rights -of -way for Four Mile
Drive and Stillwater Road shall be dedicated to the City of Kalispell.
46. The interior local streets shown on the proposed plat as Lolo Lane and Kinners Lane
would serve as access to the single-family homes and would be constructed to standards
for a local street.
47. Driveway widths shall not exceed ten feet plus the appropriate flares provided in the City
of Kalispell Standards for Design and Construction.
48. The name of the interior street shall be modified so that the entire interior road system
from the western intersection with Four Mile Drive to the intersection with Savannah
Road will be under a single name.
49. T-instersections shall include ADA ramps on all legs.
31
Project Name: STILLWATER CROSSING APARTMENTS, PHASE 2
WGM Project Number: 190609
Owner. 430 Stillwater Road, L.I.C.
Bonding Date:
EXHIBIT "B"
CERTIFICATION OF WORK TO BE q? WG M G R O U P
COMPLETED
Completed as of Bonding Date Total
Final Construction
Construction
Quantity Costs
Quantities and Costs
Une Item Item Description
Unit
Quantity
Unit Price
Total
Quantity
Current Total
Schedule 1- Site Work
20
Mobilization, Submittals & Permits
LS
1
$16,300.00
$16,300.00
1.0000
$16,300.00
30
Erosion Control Measures
LS
1
$14,250.00
$14,250.00
1.0000
$14,250.00
40
Traffic Control
LS
1
$6,384.00
$6,384.00
1.0000
$6,384.00
50
Construction Survey
LS
1
$11,750.00
$11,750.00
1.0000
$11,750.00
60
Material Testing
LS
1
$5,985.00
$5,985.00
1.0000
$5,985.00
70
Demolitions
LS
1
$27,064.00
$27,064.00
1.0000
$27,064.00
SCHEDULE 1 TOTAL
$81,733.00
$81,733.00
Schedule 2 - Roads & Sidewalks
100
Clearing Topsoil, Stockpile, Re -Spread
CY
14000
$8S0
$119,000.00
14,000
$119,000.00
110
Embankmet
CY
4500
$30.00
$135,000.00
4,500
$135,000.00
130
3" Minus Select Subbase (Savannah Road)
CY
1899
$28.00
$53,172.00
1,899
$53,172.00
140
3/4" Minus Base Course Materials
CY
800
$44.00
$35,200.00
800
$35,200.00
ISO
Asphalt Pavement (4" Thickness)
SY
8999
$21.00
$188,979.00
3,629
$76,209.00
160
Concrete Curb & Gutter
LF
1790
$16.00
$28,640.00
1,790
$28,640.00
170
Standard Sidewalk (4" with 6" of Base Gravel)
SF
9640
$6.25
$54,000.00
8,640
$54,000.00
185
6" Thick Concrete Fillets -Approaches
SF
1569
$8.00
$12,552.00
1,023
$8,184.00
190
ADA Truncated Domes
EA
44
$272.00
$11,968.00
0
$0.00
SCHEDULE 2 TOTAL
$706,326.00
$509AOS.Oo
Schedule 3 - Water System
230
12" PVC Water Main
LF
958
$72.00
$68,976.00
958
$68,976.00
240
8" PVC Water Main
LF
143
$58.00
$8,294.00
143
$8,294.00
250
8" PVC Water Main (Outsie City ROW;
LF
1479
$38.00
$56,202.00
1,479
$56,202.00
260
12" 11.25 Bend
EA
3
$831.00
$2,493.00
3
$2,493.00
270
8" 45 Bend
EA
1
$669.00
$669.00
1
$669.00
280
8" 90 Bend
EA
2
$669.00
$1,338.00
2
$1,338.00
300
8" X 12" Tee
EA
3
$1,190.00
$3,570.00
3
$3570.00
310
Connect to Existing Water Main Stub (Savannah)
EA
1
$1,450.00
$1,450.00
1
$1,450.00
330
6" Fire Hydrant Assembly
EA
8
$4,900.00
$39,200.00
8
$39,200.D0
340
8" Gate Valves
EA
14
$2,395.00
$33,390.00
14
$33,390.00
350
12" Gate Valves
EA
10
$3,460.00
$34,600.00
SO
$34,600.00
360
2" Domestic Water Service
EA
8
$6,712.00
$53,696.00
8
$53,696.00
370
4" Fire Service
EA
8
$6,955.00
$55,640.00
8
$55,640.00
375
3" Irrigation Service
EA
1
$4,725.00
$4,725.00
1
$4,725.00
390
8" MI End Cap
EA
1
$573.00
$573.00
1
$573.00
390
12" MJ End Cap
EA
1
$664.00
$664.00
1
$664.00
SCHEDULE 3 TOTAL
$365ABO.00
$365Ago.00
Schedule 4 - Sewer System
420
Connect to Existing West Side Interceptor
EA
1
$2,366.00
$2,366.00
1
$2,366.00
430
Install 48" Dia. Manhole with Apron
EA
14
$5,936.00
$81,704.00
13
$75,868.00
440
Install 48" Dia. Manhole Outside Asphalt
EA
6
$5,836.00
$35,016.00
6
$35,016.00
445
4" Sanitary Sewer Service
EA
1
$2,342.00
$2,342.00
1
$2,342.00
450
6" Sanitary Sewer Service
EA
7
$2,456.00
$17,192.00
7
$17,192.00
455
18" Sewer Main (City ROW)
LF
3090
$135.00
$417,150.00
2,810
$379,350.00
460
B" Sewer Main (City ROW)
LF
1306
$99.00
$129,294.00
1,306
$129,294.00
SCHEDULE 4 TOTAL
$695,064.00
$641A28.00
Schedule 5 - Stormwater Management
500
30" Storm Basin W/ Standup Curb Casting, Apron
EA
5
$3,854.00
$19,270.00
5
$19,270.00
510
30" Storm Basin W/ Valley Gutter Casting
EA
3
$3,477.001
$10,431.00
3
$10,431.00
530
48" Storm Basin W/ Valley Gutter Casting
EA
8
$4,395.00
$35,260.00
8
$35,160.00
540
48" Storm Basin W/ Beehive
EA
2
$4,350.00
$8,700.00
2
$8,700.00
550
48" Storm Basin W/ Solid Lid
EA
6
$4,703.00
$28,218.00
6
$28,218.00
555
48" Storm Basin W/ Standup Curb Casting
EA
2
$4,435.00
$8,870.00
2
$8,870.00
560
60" Storm Basin W/ Solid Ud
EA
1
$6,452.00
$6,452.00
1
$6,452.00
565
MH-29 Cylinderical Structure Slab
EA
1
$4,430.00
$4,430.00
1
$4,430.00
580
Water Quality Unit
EA
1
$33,226.00
$33,226.00
1
$33,226.00
S90
12" Storm Main (City ROW)
LF
1092
$54.00
$58,968.00
1,092
$58,968.00
610
18" Storrn Main
LF
635
$66.00
$41,910.00
635
$41,910.00
620
24" Storm Main
LF
31
$100.00
$3,100.00
31
$3,100.00
630
24" Flared End Section
EA
1
$478.00
$478.00
1
$478.00
635
12" Flared End Section
EA
1
$400.00
$400.00
1
$400.00
640
Infiltration Pond Complete
IS
1
$9,182.00
$9,182.00
1
$9,182.00
650
24" Critter Guard
EA
1
$444.00
$444.00
1
$444.00
655
12" Critter Guard
EA
1
$343.00
$343.00
1
$343.00
660
24" RCP Pipe
LF
131
$94.00
$12,314.00
0
$0.00
SCHEDULE 5 TOTAL
$269,%L00
Schedule 6 - Dry Utilities, Street Lighting, and Signage
690
Utility Trench with Bedding
LF
4,442
$8.00
$35,536.00
2,883
$23,064.00
700
4" SCH 40 Conduit
LF
5,474
$6.50
$35,581.00
1,513
$9,834.50
710
2" SCH 40 Conduit
LF
5,474
$3S0
$19,159.00
4,253
$14,885.50
720
2" SCH 40 Conduit- Light Poles
LF
1369
$3.50
$4,791.S0
1,369
$4,791.50
730
Three Phase Vault
EA
13
$1,372.00
$17,836.00
8
$10,976.00
740
4" Long Radius Sweep
EA
47
$69.00
$3,243.00
0
$0.00
750
2" Long Radius Sweep
EA
34
$54.00
$1,936.00
0
$0.00
760
Light Pole Base
EA
17
$1,001.00
$17,017.00
7
$7,007.00
770
Street Signs
EA
8
$350.00
$2,900.00
0
$0.00
SCHEDULE 6 TOTAL
I
$137,799.S0
$70,S58.50
Schedule 7 - Offsite Road Improvements
810
Traffic Control
IS
1
$17,100.00
$17,100.00
0
$0.00
830
Seeding and Restoration
IS
1
$10,172.00
$10,172.00
0
$0.00
850
Demolition
LS
1
$13,598.00
$13598.00
0
$0.00
860
3" Minus Select Subbase
CY
3533
$28.00
$98,924.00
0
$0.00
870
3/4" Minus Base Course
CY
1414
$43.00
$60,802.00
0
$0.00
875
Asphalt Pavement (4" Thick)
SY
8032
$21.00
$168,672.00
0
$0.00
890
Embankment
CY
1860
$23.00
$42,780.00
0
$0.00
890
Cut to Waste
CY
2265
$8.00
$18,120.00
0
$0.00
900
Sidewalk(4"Thick with Base)
SF
0
$0.00
$0.00
0
$0.00
910
Asphalt Patch (4" Thick, B' Wide, -8" Base)
SF
13192
$450
$59,364.00
0
$0.00
920
Curb and Gutter
LF
1346
$16.00
$21,536.00
0
$0.00
930
Road Striping
LS
1
$14,000.00
$14,000.00
0
$0.00
SCHEDULE 7 TOTAL
$525,068.00
$0.00
Schedule 8 - Landscape
1000
Street Trees
EA
87
$800.00
$69,600.00
0
$0.00
1010 R/W Irrigation Heads EA 753
1020 R/W Seeding LS 1
1030 R/W Irrigation Une LF 5,840
$25.00
$9,300.00
$3.00
$18,825.00
$9,300.00
$17,520.00
SCHEDULE 7 TOTAL
$11S,245.00
$0.00
CIVIL CONSTRUCTION BASE BID TOTAL
$2,898,611.50
$119381186.50
TOTAL PROJECT BUDGET
$2,898,61LSO
$1,938,186.50
TOTAL ESTIMATED COST OF CONSTRUCTION
$2,898,611.50
Appradmate percentage of completed
work as of bonding date: 67%
AMOUNT COMPLETED PRIOR TO BONDING
$1,938,186.SO
AMOUNT OF REMAINING WORK PRIOR TO BONDING
$96OA2S.00
AMOUNT OF BOND (125%OF REMAINING WORK)
$1700,53L2S
AS PROJECT ENGINEER FOR STILLWATER CROSSING APARTMENTS, PHASE 2,1 CERTIFYTHAT THE WORK
LISTED HEREIN IS CORRECT. IN ADDITION, I CERTIFY THAT THE ASSOCIATED COSTS ARE REASONABLY
ACCURATE ESTIMATES OF THE RESPECTIVE COSTS OF THE WORK.
THE VALUE OF CONSTRUCTION AND OTHER WORK COMPLETED TO DATE IS ESTIMATED TO BE: $1,938,186.50
THE TOTAL VALUE OF REMAINING WORK, SERVICES AND FEES IS ESTIMATED TO BE: $96OA2S.00
SECURITY HELD AT 125%OF THE REMAINING COSTS SHOULD BE IN THE AMOUNT OF: $1,200,531.25
Benjamin Rankin, P.E. *ALL IMPROVEMENTS SHALL BE COMPLETED BY: