HomeMy WebLinkAbout15- The Four Points Minor Subdivision Final Plat Application Improvements Agreement MINOR 475
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City of Bozeman
Department of Community Development
P.O.Box 1230
Bozeman,MT 59771
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2517468
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Charlotte Mills - Gallatin County, MT IMP
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IMPROVEMENTS AGREEMENT
FOR THE FOUR POINTS MINOR SUBDIVISION FINAL PLAT APPLICATION
(SUBDIVISION FILE NO. P14041),BOZEMAN,MONTANA
THIS AGREEMENT is made and entered into this day of _� " ,
20b by and between Four Points MT, LLC, Mike Tracy 207 East Victoria Street, Santa
Barbara, CA 93 10 1, hereinafter called the "Subdivider," and the City of Bozeman, a Municipal
Corporation of the State of Montana, hereinafter called the "City."
WHEREAS, it is the intent and purpose of the Subdivider to meet the conditions of
approval of a Minor Subdivision Final Plat to subdivide a 54.28 acre parcel into one public park,
2 lots for multi-household development, and 2 lots with restricted development subject to further
subdivision review. The property is legally described as Lot 2A1 of Certificate of Survey No.
2202C, a tract of land being remainders of Tract 2A of COS No. 2202A, and Tract 4A1 of COS
No. 2202B, located in the SE '/4 of Section 34, Township 1 South, Range 55 East, PMM, City of
Bozeman, Gallatin County, Montana. The property is generally located between Davis Lane and
Ferguson Avenue, south of the existing Cattail Street right-of-way, and north of Kimberwicke
Street.
WHEREAS, it is the intent of the Subdivider to obtain Final Plat approval for Four
Points Minor Subdivision prior to the installation of all required subdivision improvements; and
WHEREAS, it is the intent and purpose of both the Subdivider.and the City to hereby
enter into an Agreement which will guarantee the full and satisfactory completion of the required
improvements on the property hereinafter described; and it is the intent of this Agreement, and of
the parties hereto, to satisfy the improvements and guarantee requirements for the conditional
approval of said Final Plat application.
Four Points Minor Subdivision—Improvement AWeement Subdivision File No.P14041
NOW, THEREFORE, in consideration of the mutual covenants and conditions
contained herein, it is hereby agreed as follows:
1. Property Description
This Agreement pertains to and includes property which is designated as R-3 and R-4 on
the City of Bozeman Zoning Map, and identified as property Lot 2A1 of Certificate of Survey
No. 2202C, a tract of land being remainders of Tract 2A of COS No. 2202A, and Tract 4A1 of
COS No. 2202B, located in the SE 1/4 of Section 34, Township 1 South, Range 55 East, PMM,
City of Bozeman, Gallatin County, Montana. The property is generally located between Davis
Lane and Ferguson Avenue, south of the existing Cattail Street right-of-way, and north of
Kimberwicke Street.
2. Improvements
This Agreement specifically includes the following: Ferguson Street Improvements —
Remaining Work; Cattail Street Improvements — Remaining Work; Milkhouse Street
Improvements; Blondie Street Improvements; Street Lighting; and Park Area & Boulevards as
provided in the approved Final Plat Subdivision File No. P14058 and the provided estimate. The
estimated cost of these improvements is included in Attachment A.
3. Financial Guarantee,Time for Completion of Improvements
It is the Subdivider's intent with this Agreement to file the Final Plat prior to completion
of all required subdivision improvements. Therefore, this Improvements Agreement shall be
secured by a Public Improvement Completion Bond provided by Fidelity and Deposit Company
of Maryland in the sum of Two Million Forty Six Thousand Eight Hundred Twenty Eight and
78/100 Dollars ($2,046,828.78) acceptable by the City, payable to the City of Bozeman, in an
amount equal to one and one-half times the estimated cost of the installation of any required
improvements not completed at the time occupancy of structures is requested. Improvements
may be financially guaranteed with a letter of credit or other acceptable form of security. Said
method of security shall be valid for a period of not less than three (3) years. In any event, all
required improvements other than sidewalk installation shall be completed within nine (9)
months of the date of this agreement in order to avoid default on the method of security.
Improvements Agreement Page 2
Four Points Minor Subdivision—Improvement Agreement Subdivision File No. P14041
The Subdivider agrees that no delegation of performance required by this agreement shall relieve
the Subdivider of any duty to perform or any liability for the breach of that duty to complete said
subdivision improvements required for the Four Points Minor Subdivision.
Upon submission of fully documented invoices for the work performed, said work to be inspected
and certified for payment by Subdivider's professional engineers and the City of Bozeman and or its
agents as necessary, the City of Bozeman may release a portion of the public improvements bond for the
work completed by the referenced invoices.
4. Inspection
Representatives of the City shall have the right to enter upon the property at any
reasonable time in order to inspect it and to determine if the Subdivider is in compliance with
this Agreement, and the Subdivider shall permit the City and its representatives to enter upon and
inspect the property at any reasonable time.
5. Default
Time is of the essence for this Agreement. If the Subdivider shall default in or fail to
fully perform any of its obligations in conformance with the time schedule under this Agreement,
and such default or failure shall continue for a period of thirty (30) days after written notice
specifying the default is deposited in the United States mail addressed to the subdivider at Four
Points MT, LLC, Mike Tracy, 207 East Victoria Street, Santa Barbara, CA 93101, or such other
address as the Subdivider shall provide to the City from time to time, without being completely
remedied, satisfied, and discharged, the City may elect to enforce any of the following specified
remedies:
A) The City may, at its option, declare the financial guarantee to be forfeited and secure the
complete construction and inspection of the improvements described herein. The City's
representative, contractors, and engineers shall have the right to enter upon the property
and perform such work and inspection, and the Subdividers shall permit and secure any
additional permission required to enable them to do so.
B) The City may enforce any other remedy provided by law.
—Improvements Agreement Page` 3
Four Points Minor Subdivision—Improvement Agreement Subdivision File No.P14041
6. Indemnification
The Subdivider hereby expressly agrees to indemnify and hold the City harmless for and
against all claims, costs and liability of every kind and nature, for injury or damage received or
sustained by any person or entity in connection with, or on account of the performance of work
at the development site and elsewhere pursuant to this Agreement. The Subdivider further
agrees to aid and defend the City in the event that it is named as a defendant in an action
concerning the performance of work pursuant to this Agreement except where such suit is
brought by the Subdivider. The Subdivider is not an agent or employee of the City.
7. Warranty
The Subdivider shall warrant against defects in these improvements and that these
improvements are made in a good and workman-like manner for a period of one year from the
date of their written acceptance by the Governing Body. The Subdivider acknowledges that the
required landscaping must be maintained in a healthy, growing condition at all times.
8. Governing Law and Venue
This Agreement shall be construed under and governed by the laws of the State of
Montana. In the event of litigation concerning this Agreement, venue is in the Eighteenth
Judicial District Court, Gallatin County, State of Montana.
9. Attorney's Fees
In the event it becomes necessary for either party to this Agreement to retain an attorney
to enforce any of the terms or conditions of this Agreement, then the prevailing party shall be
entitled to reasonable attorney's fees and costs, to include the salary and costs of in-house
counsel including City Attorney.
10. Modifications or Alterations
No modifications or amendment of this Agreement shall be valid, unless agreed to in
writing by the parties hereto.
11. Invalid Provision
The invalidity or unenforceability of any provision of this Agreement shall not affect the
other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or
Improvements Agreement Page 4
Four Points Minor Subdivision—Improvement Agreement Subdivision File No. P14041
unenforceable provision were omitted.
12. No Assignment
It is expressly agreed that the Subdivider shall not assign this Agreement in whole, or in
part,without prior written consent of the City.
13. Successors
Except as provided in paragraph 12, this Agreement shall be binding upon, ensure to the
benefit of, and be enforceable by the parties hereto and their respective heirs, successors and
assigns.
14. Filing
The Subdivider shall have this Agreement recorded in the Office of the Gallatin County
Clerk and Recorder at the same time as the Final Subdivision Plat for the Four Points Minor
Subdivision is foiled.
Improvements Agreement Page 5
Four Points Minor Subdivision—Improvement Agreement Subdivision File No.'P14041
SUBDIVIDER
FOUR POINTS MT,LLC
By: Mike Tracy,Member
r ,ra'
Mike Tracy, Member
STATE OFi� g )
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County of ry pd )
On this day of 2015, before me, the undersigned, a Notary
,personally
Public for the State of r appeared Mike Tracy, Member known
to me to be the person that executed the within instrument, and acknowledged to me that he
executed the same for and on behalf of said Subdivider.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the
day and year first above written.
rf
(SEAL)
(Printe ame Here)
RIGIE ANDREW TOMIMBANG Notary Public for the State of 10
Commission#2069916 z Residing at ���a A4A 0 Pi. _�QK d�' r ?3101
z ; s, Notary Public-California z T
z Santa Barbara County n My Commission Expires:
My Comm.Expires May 31,2018 (Use 4 digits for expiration year)
Improvements Agreement Page 6
Four Points Minor Subdivision—Improvement Agwernent Subdivision File No. P14041
THE CITY OF BOZEMAN
Wendy Thomas
Director of Community Development
STATE OF MONTANA )
)ss.
County of GALLATIN )
On this day d5of , 2015, before me, a Notary Public for the
State of Montana, personally appeared Wendy Thomas, known to me to be the person described
in and who_executed the foregoing instrument as Director of Community Development of the
City of Bozeman, whose name is subscribed to the within instrument and acknowledged to me
that she executed the same for and on behalf of said City.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the
day and year first above written.
(SEAL)
Printed Name Here)
No ublic for the State of Montana
„III„1 KAT:eaai'tyinog
E MA►NES Residing at man
E Mq No
Public My COmmlSSlon Ex
rQ.�olnRiq< `� _for the f Montana
d at: (Use 4 digits for expiration yew}
SEAL, Q: Be , Montana
X �P`� My ssion Expires:
22,2016
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Improvements Agreement Page 7
Four Points Minor Subdivision—Improvement Agreement Subdivision File No. P14041
ATTACHMENT A
Four Points Subdivision
Estimated Roadway, Park and Lighting Construction Cost
150% of
Estimated Estimated
ITEM Construction Construction
No. ITEM DESCRIPTION Cost Cost
Ferguson Street Improvements -Remaining
1 Work $117,971.85 $176,957.78
Cattail Street Improvements - Remaining
2 Work $337,816.12 $506,724.18
3 Milkhouse Street Improvements $335,048.85 $502,573.28
4 Blondie Street Improvements $331,463.05 $497,194.58
5 Street Lighting $87,955.50 $131,933.25
6 Park Area&Boulevards $154,297.15 $231,445.73
Estimated Construction Cost $1,364,552.52
Required Bond Amount $2,046,828.78
Four Points Subdivision
Cattail Street and Ferguson Avenue Street Improvements
Remaining Work
ITEM Quantity
No. ITEM DESCRIPTION Remaining Unit Unit Price Sub Total
Ferguson Street Improvements
20 Clear and Grub, 9-inch Depth 0 SF $0.23 $0.00
21 Sterilant 0 SY $0.20 $0.00
22 Sawcut Asphalt Concrete 107 LF $3.00 $321.00
23 Remove and Dispose Asphalt Concrete 107 SF $1.00 $107.00
24 Remove Asphalt Millings and use as
Pitrun(average depth of 4") 0 SF $0.35 $0.00
25 Excavation and stock pile on site 0 CY $3.00 $0.00
26 Excavation and Dispose of off-site 0 CY $10.00 $0.00
27 Embankment Import 0 CY $12.00 $0.00
28 Embankment from suitable stockpile 0 CY $4.00 $0.00
Improvements Aggreement Page
Four Points Minor Subdivision-Improvement Agreement Subdivision File No. P14041
29 8 oz.Non-woven Fabric 0 SY $1.35 $0.00
30 Tensar TX-190 Geogrid 0 SY $5.00 $0.00
31 6" Minus Uncrushed Pit Run(24"thick) 0 CY $16.00 $0.00
32 1-1/2" Minus Crushed Road Base
Course(4" average depth) 200 CY $22.00 $4,400.00
33 Asphalt Concrete(4"thick-2 lifts) 31,820 SF $1.97 $62,685.40
34 Curb and Gutter 0 LF $16.00 $0.00
35 Concrete Sidewalk with Base(6'wide,
6"thick) 5,385 SF $5.12 $27,571.20
36 ADA Ramps with Base 39 SF $20.00 $780.00
37 ADA Detectable Warning Surface- 6'
wide 1 EA $200.00 $200.00
38 Adjust Manhole/Water Valve Covers,
Curb Inlets to Grade 6 EA $300.00 $1,800.00
39 Remove and Reset Existing Hydrant 0 EA $3,000.00 $0.00
a. Install 6" spool or 0 EA $1,500.00 $0.00
b. Install 12" spool 1 EA $1,600.00 $1,600.00
c. 8"X 6"Reducer 0 EA $500.00 $0.00
40 4" Irrigation Sleeve(Sch 40 PVC) 160 LF $6.00 $960.00
41 Utility Conduits(14", 1-6" & 1-12"
PVC) 0 LF $25.00 $0.00
42 Topsoil in Boulevards(6-inch depth) 0 CY $20.00 $0.00
43 Topsoil in Boulevards 224 CY $4.00 $896.00
43 Signage& Striping
a. Signs 9 EA $150.00 $1,350.00
b. Posts for Signs 5 EA $500.00 $2,500.00
c. Crosswalk Striping-Thermoplastic 112 SF $25.00 $2,800.00
d. Lane Striping-epoxy . 24"Yellow 847 LF $2.50 $2,117.50
e. Bike Lane Striping-Epoxy. 14"
White 847 LF $1.25 $1,058.75
f. Bike Lane Symbols -Inlaid
Thermoplastic(arrow and cyclist) 2 EA $2,000.00 $4,000.00
g. Stop Bar-Thermoplastic(24"
wide) 63 SF $25.00 $1,575.00
h. Dead End Barricade 1 EA $1,250.00 $1,250.00
Ferguson Avenue Subtotal $117,971.85
Improvements Agreement Page 9
Four Points Minor Subdivision-Improvement Agreement Subdivision File No. P14041
Cattail Street Improvements
50 Clear and Grub, 9-inch depth-Dispose
off site 0 SF $0.23 $0.00
51 Sterilant 0 SY $0.20 $0.00
52 Sawcut Asphalt Concrete 100 LF $3.00 $300.00
53 Remove and Dispose Asphalt Concrete 100 SF $1.00 $100.00
53a Remove&Dispose Existing 30-inch
RCP Culvert 0 LF $12.00 $0.00
54 Excavation and stock pile on site 0 CY $3.00 $0.00
55 Excavation and Dispose of off-site 0 CY $10.00 $0.00
56 Embankment Import(clean fill imported
in) 0 CY $12.00 $0.00
57 Embankment from suitable stockpiled
on-site material 130 CY $4.00 $520.00
(clean fill placed from on-site stockpile)
58 Over excavation due to poor soils(field
determined) 0 CY $4.00 $0.00
59 8 oz.Non-woven Fabric 0 SY $1.35 $0.00
59a 8 oz.Non-woven Fabric in utility trench 0 SY $1.35 $0.00
60 Tensar TX-190 Geogrid 0 SY $5.00 $0.00
60a Tensar TX-190 Geogrid in utility trench 0 SY $5.00 $0.00
61 6" Minus Uncrushed Pit Run(21"thick) 0 CY $16.00 $0.00
61A Utility Trench Backfill due to
Unsuitable Excavated Soils 0 CY $16.00 $0.00
62 1-1/2" Minus Crushed Road Base
Course(6" average depth) 0 CY $22.00 $0.00
63 Asphalt Concrete(4"thick-2 Lifts) 88,820 SF $1.97 $174,975.40
64 Curb and Gutter 0 LF $16.00 $0.00
65 Concrete Drive Apron(7-inch thick) 560 SF $9.90 $5,544.00
66 Concrete Reinforced Valley Gutter&
Fillets(7"thick) 560 SF $9.90 $5,544.00
67 Concrete Sidewalk with Base(6'wide,
6"thick) 15,156 SF $5.12 $77,598.72
68 ADA Ramps with Base 256 SF $20.00 $5,120.00
69 ADA Detectable Warning Surface- 6'
wide 6 EA $200.00 $1,200.00
70 Adjust Manhole/Water Valve Covers 13 EA $300.00 $3,900.00
71 Replace Manhole Cone 0 EA $2,500.00 $0.00
72 Topsoil in Boulevards(6-inch depth) 0 CY $20.00 $0.00
72a Topsoil in Boulevards(6-inch depth
from on-site) 640 CY $4.00 $2,560.00
Improvements Agreement Page 10
Four Points Minor Subdivision-Improvement Agreement Subdivision File No. P14041 <
73 Curb Inlet/Manhole Combo(4'ID) 2 EA $4,500.00 $9,000.00
74 Curb Inlet 0 EA $4,000.00 $0.00
75 15" Storm Drain Pipe-Corrugated PVC 118 LF $26.00 $3,068.00
76 18" Storm Drain pipe- Corrugated PVC 228 EA $28.00 $6,384.00
77 21" Storm Drain pipe-Corrugated PVC 0 EA $30.00 $0.00
78 24" Storm Drain Pipe-Corrugated PVC 104 EA $32.00 $3,328.00
79 18" PVC Flared End Section 2 EA $350.00 $700.00
80 24" PVC Flared End Section 1 EA $400.00 $400.00
81 6" Dia Riprap at Outlets 4 CY $50.00 $200.00
82 Outlet Control Structure with Weir(6
foot depth) 0 EA $4,800.00 $0.00
83 Irr. Canal Manhole Structure(6'ID x 6'
Deep, Riser and Cover) 0 EA $4,500.00 $0.00
84 27"x 44" RCP Arch Culvert and
Bedding 8 LF $142.00 $1,136.00
85 36" Storm Drain Pipe-Corrugated PVC 0 LF $76.00 $0.00
86 Remove and Reset 27"x44"Arch RCP
Flared End Section 1 EA $500.00 $500.00
87 Remove and Reset Existing Hydrant 0 EA $3,000.00 $0.00
a. Install 6" spool or 0 EA $1,500.00 $0.00
b. Install 12" spool 1 EA $1,600.00 $1,600.00
88 Hot Tap Ext'g 12" DI CL 51 Water
Main 0 EA $2,500.00 $0.00
89 Fire Hydrant Assembly,Valve and 6"
DI lead line(7.5'bury depth) 0 EA $5,750.00 $0.00
89a Fire Hydrant Assembly,Valve and 6"
DI lead line(8.5'bury depth) 0 EA $6,750.00 $0.00
89b 6" DI 45-degree bend 0 EA $500.00 $0.00
90 12"X8"DI Tapping Tee 0 EA $2,750.00 $0.00
12"X6"DI Tapping Tee 0 EA $2,500.00 $0.00
91 8" MJ Cap 0 EA $450.00 $0.00
91a Blow-off Assembly 0 EA $1,750.00 $0.00
92a Insulation board(4'X 8'X 2") 0 SF $3.00 $0.00
93 Utility Conduits(14", 1-6" & 1-12"
HDPE) 0 EA $25.00 $0.00
94 Remove and Reset existing 10" dia
bollards 2 EA $750.00 $1,500.00
95 Signage& Striping
a. Signs 20 EA $150.00 $3,000.00
b. Sign Post 16 EA $500.00 $8,000.00
c. Lane Striping-epoxy . 24" Yellow 2,578 LF $2.50 $6,445.00
Improvements Agreement Page 11
Four Points Minor Subdivision-Improvement Agreement Subdivision File No.P14041
d. Bike Lane Striping-Epoxy. 14"
White 2,578 LF $1.50 $3,867.00
e. Bike Lane Symbols - Inlaid
Thermoplastic(arrow and cyclist) 3 EA $2,000.00 $6,000.00
f. Curb Painting-Epoxy 200 SF $3.00 $600.00
g. Stop Bar-Thermoplastic(24"
wide) 22 SF $50.00 $1,100.00
h. Dead End Barricade 1 EA $1,250.00 $1,250.00
96 Detention Pond 1
a. Clear and Grub, 9-inch depth-
Dispose off site 0 SF $0.23 $0.00
b. Excavation and stock pile on site 0 CY $3.00 $0.00
c. Rough Grading 0 SF $0.10 $0.00
e. Topsoil placement(6 inch depth)
from on-site 0 CY $4.00 $0.00
97 Detention Pond 2
a. Clear and Grub, 9-inch depth-
Dispose off site 0 SF $0.23 $0.00
b. Excavation and stock pile on site 0 CY $3.00 $0.00
c. Rough Grading 0 SF $0.10 $0.00
d. 6"Rip rap Swale 225 LF X 12"
depth 0 CY $50.00 $0.00
e. Topsoil placement(6 inch depth) 0 CY $4.00 $0.00
f. 6" PVC perforated Piping 0 LF $50.00 $0.00
Cattail Street Subtotal $337,816.12
Four Points Subdivision
Milkhouse Avenue and Blondie Street
Engineer's Estimate
ITEM
No. ITEM DESCRIPTION Quan. Unit Unit Price Sub Total
Milkhouse Avenue
20 Clear and Grub, 9-inch Depth-Dispose
off site 79,900 SF $0.23 $18,377.00
21 Sterilant 3,587 SY $0.20 $717.40
22 Sawcut Asphalt Concrete&Curb 34 LF $3.00 $102.00
23 Remove and Dispose Asphalt Concrete 68 SF $1.00 $68.00
24 Excavation and stock pile on site 1,850 CY $3.00 $5,550.00
Improvements Agreement Page 12
Four Points Minor Subdivision-Improvement Agreement Subdivision File No. P14041
25 Excavation and Dispose of off-site 940 CY $10.00 $9,400.00
26 Embankment Import(clean fill imported
in) 1,850 CY $12.00 $22,200.00
27 Embankment from suitable stockpiled on-
site material 1,150 CY $4.00 $4,600.00
28 8 oz.Non-woven Fabric(2'overlap) 3,638 SY $1.35 $4,911.30
29 Tensar TX-190 Geogrid(2'overlap) 3,638 SY $5.00 $18,190.00
30 6" Minus Uncrushed Pit Run(21"thick) 2,092 CY $16.00 $33,472.00
31 1-1/2" Minus Crushed Road Base Course
(6" depth) 598 CY $22.00 $13,156.00
32 Asphalt Concrete(3"thick) 26,860 SF $1.35 $36,261.00
33 Curb and Gutter 1,721 LF $12.75 $21,942.75
34 Concrete Sidewalk with Base(6'wide, 6"
thick) 5,367 SF $5.00 $26,835.00
35 ADA Ramps with Base 114 SF $20.00 $2,280.00
36 ADA Detectable Warning Surface- 5'
wide 3 EA $300.00 $900.00
37 Concrete Drive Apron(7-inch thick) 500 SF $9.90 $4,950.00
38 Concrete Reinforced Valley Gutter&
Fillets(7"thick) 296 SF $9.90 $2,930.40
39 Remove Existing Blow-off assembly 1 EA $1,500.00 $1,500.00
40 Remove Existing End plug from existing
8" DI Water Main 1 EA $500.00 $500.00
41 Hydrant Assembly,auxilliary valve, 8'
bury 1 EA $5,100.00 $5,100.00
42 Hydrant Lead line, 6-inch DI 15 LF $50.00 $750.00
43 8-inch DI Water main 870 LF $49.00 $42,630.00
44 Water main trench backfill(3" minus
gravel) 516 CY $13.00 $6,708.00
45 8-inch gate valve,valve box 3 EA $1,550.00 $4,650.00
46 8" x 8" DI MJ Tee I EA $550.00 $550.00
47 8" x 6"DI MJ Tee 1 EA $550.00 $550.00
48 22.5-degree Bend DI 2 EA $475.00 $950.00
49 Insulation Boards 1"thk x 4'x 8' 224 SF $3.00 $672.00
50 1-inch Water Service 4 LS $825.00 $3,300.00
51 1-inch Water Service(Kimberwicke) 1 LS $1,250.00 $1,250.00
52 Storm Drain Manhole 4 EA $4,500.00 $18,000.00
53 15" PVC Storm Drain Pipe 452 LF $26.00 $11,752.00
52 4" Irrigation Sleeve(Sch 40 PVC) 144 LF $6.00 $864.00
53 Utility Conduits(14", 1-6" & 1-12"
PVC) 60 LF $25.00 $1,500.00
Improvements Areement Page 13
Four Points Minor Subdivision—Improvement Agreement Subdivision File No. P14041
54 Topsoil in Boulevards(6-inch depth) 186 CY $20.00 $3,720.00
55 Signage& Striping
a. Signs 8 EA $150.00 $1,200.00
b. Posts for Signs 4 EA $500.00 $2,000.00
c. Curb painting at hydrants-Yellow 20 SF $3.00 $60.00
Milkhouse Avenue- Street Improvements Subtotal $335,048.85
Blondie Street
50 Clear and Grub, 9-inch depth-Dispose
off site 69,200 SF $0.23 $15,916.00
51 Sterilant 3,610 SY $0.20 $722.00
52 Excavation and stock pile on site
(assumed good material) 2,406 CY $3.00 $7,218.00
53 Excavation and Dispose of off-site 1,718 CY $10.00 $17,180.00
(cut after stripping assumed unusable
material)
54 Embankment Import(clean fill imported
in) 610 CY $12.00 $7,320.00
55 Embankment from suitable stockpiled on-
site material 1,340 CY $4.00 $5,360.00
56 Over excavation due to poor soils-
dispose off-site 100 CY $10.00 $1,000.00
57 8 oz.Non-woven Fabric 3,184 SY $1.35 $4,298.40
58 Tensar TX-190 Geogrid 3,184 SY $5.00 $15,920.00
59 6" Minus Uncrushed Pit Run(21"thick) 2,105 CY $16.00 $33,680.00
60 1-1/2"Minus Crushed Road Base Course
(6" depth) 451 CY $22.00 $9,922.00
61 Asphalt Concrete(3"thick) 20,669 SF $1.35 $27,903.15
62 Curb and Gutter 1,342 LF $12.75 $17,110.50
63 Concrete Drive Apron (7-inch thick) 500 SF $9.90 $4,950.00
64 Concrete Sidewalk with Base(6'wide, 6"
thick) 1,241 SF $5.00 $6,205.00
65 ADA Ramps with Base 53 SF $20.00 $1,060.00
66 ADA Detectable Warning Surface- 5'
wide 2 EA $200.00 $400.00
67 Adjust Sanitary Sewer Manhole/Water
Valve Covers 1 EA $300.00 $300.00
68 Replace Manhole Cone 1 EA $2,500.00 $2,500.00
69 Topsoil in Boulevards(6-inch depth) 112 CY $4.00 $448.00
70 Curb Inlet/MH Combo 4'ID 2 EA $4,500.00 $9,000.00
71 18" (equiv) Storm Drain pipe-RCP Arch 33 LF $100.00 $3,300.00
Improvements Areement Page 14
Four Points Minor Subdivision-Improvement Agreement Subdivision File No.'P14041
pipe
72 18" PVC Storm Drain 39 LF $28.00 $1,092.00
73 18"PVC Flared End Section 1 EA $350.00 $350.00
74 6" Dia Riprap at Outlets 3 CY $50.00 $150.00
75 Storm Drain Manhole 1 EA $4,500.00 $4,500.00
76 15" PVC Storm Drain Pipe 250 LF $26.00 $6,500.00
77 15"PVC Flared End Section 1 EA $350.00 $350.00
78 Remove and Dispose of Existing 24"
RCP Culvert 36 LF $13.00 $468.00
79 27"x44" Arch RCP Pipe and Bedding 76 LF $142.00 $10,792.00
80 27"x44"Arch RCP Flared End Section 2 EA $1,750.00 $3,500.00
81 New Hydrant Assembly and Auxilliary
Valve
a. 8'bury Length 1 EA $5,200.00 $5,200.00
b. 8.5'bury length 1 EA $5,700.00 $5,700.00
82 Hot Tap Existing 8" main 1 EA $3,000.00 $3,000.00
83 8"x6" DI Tee 2 EA $550.00 $1,100.00
84 8"x8" DI Tee 1 EA $550.00 $550.00
85 8" Gate Valve and Valve Box 4 EA $1,550.00 $6,200.00
86 8" Cl 51 DI Water Main 1,185 LF $49.00 $58,065.00
87 6" CL 51 DI Hydrant Lead Line 52 LF $50.00 $2,600.00
88 22.5-degree bend DI 3 EA $475.00 $1,425.00
89 Water main trench backfill(3" minus
gravel) 718 CY $13.00 $9,334.00
90 Insulation 1"thk X 4'X 8' 224 SF $5.00 $1,120.00
91 8-inch SDR 35 PVC Sanitary Sewer
Main 60 LF $34.00 $2,040.00
92 Core and Connect to Existing Sanitary
Sewer MH 1 EA $1,000.00 $1,000.00
93 4" Irrigation Sleeve(Sch 40 PVC) 64 LF $6.00 $384.00
94 Utility Conduits(14", 1-6" & 1-12"
HDPE) 60 LF $25.00 $1,500.00
95 Signage& Striping
a. Signs 2 EA $150.00 $300.00
b. Sign Post 2 EA $500.00 $1,000.00
c. Curb painting at hydrants-Yellow 20 SF $3.00 $60.00
d. Dead End Barricade(3 signs and 3
posts) 1 EA $1,250.00 $1,250.00
96 Detention Pond
a. Clear&Grub 9,000 SF $0.23 $2,070.00
Improvements Agreement Page 15
Four Points Minor Subdivision—Improvement Agreement Subdivision File No.P14041
b. Excavation and stock pile on site 750 CY $3.00 $2,250.00
c. 4'ID Overflow Structure, 20 LF of
18" PVC Storm drain&FES 1 EA $5,000.00 $5,000.00
d. Rough Grading 9,000 SF $0.10 $900.00
Blondie Street Improvements Subtotal $331,463.05
Four Points
Street Lighting Cost Estimate
Engineer's Estimate
ITEM
Unit
No. ITEM DESCRIPTION Quan. Unit Price Sub Total
Street Lighting& Striping
10 Structural Concrete Pole Foundations 8 EA $975.00 $7,800.00
11 Conduit. 1.5" PVC Trench 3,345 LF $12.00 $40,140.00
12 Pull Box Type 1 6 EA $450.00 $25700.00
13 Conductor, Copper#10 AWG Lighting 3,345 LF $2.00
&Ground $6,690.00
14 Conductor, Copper#8 AWG 3,345 LF $1.50 $5,017.50
15 Straight Aluminum Tube Pole(Cattail 6 EA $850.00
Street) $5,100.00
16 LED Lamp(Cattail Street) 6 EA $835.00 $5,010.00
17 Broadbent Type B Pole and LED Lamp 2 EA $3,549.00
(Ferguson Avenue) $7,098.00
18 Pole and Fixture Installation 8 EA $300.00 $2,400.00
19 Single Type C -Power Supply 1 LS $3,500.00 $3,500.00
20 Panel &Electrical Service 1 LS $2,500.00 $2,500.00
Street Lighting Estimated Construction Cost $87,955.50
150% Bond Amount $131,933.25
Four Points
Park Area and Boulevard
Engineer's Estimate
ITEM
Unit
No. ITEM DESCRIPTION Quan. Unit Price Sub Total
Park Area and adjacent boulevard
1 Earthwork-Mass Grading 5.73 AC $1,500.00 $8,595.00
2 Earthwork-Fine Grading 5.73 AC $750.00 $4,297.50
Im rovements Agreement Pa a 16
Four Points Minor Subdivision—Improvement Agreement Subdivision File No.P14041
3 Fill material/Top Soil 2,300 CY $12.50 $28,750.00
4 Irrigation well and service 1 LS $12,000.00 $12,000.00
5 Irrigation 5.73 AC $8,000.00 $45,840.00
6 Trail 285.00 LF $7.25 $2,066.25
7 Seeding 249,599 SF $0.08 $19,967.90
8 Trees 79 EA $150.00 $11,850.00
9 Shrubs 16 EA $25.00 $400.00
10 General labor 5.73 AC $1,000.00 $5,730.00
Cattail Boulevard
I Earthwork-Mass Grading 0.32 AC $1,500.00 $480.00
2 Earthwork-Fine Grading 0.32 AC $750.00 $240.00
3 Top Soil 265 CY $12.50 $3,312.50
4 Irrigation 0.32 AC $8,000.00 $2,560.00
5 Seeding 14,225 SF $0.08 $1,138.00
6 Trees 45 EA $150.00 $6,750.00
7 General labor 0.32 AC $1,000.00 $320.00
Cattail Boulevard Subtotal $14,800.50
Park Area&Boulevard Estimated Construction Cost $154,297.15
Approved by City Engineer's Office Date
I
406.522.5500
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Improvements AgrE P.O.Box 6550,Bozeman,MT 59771-6550a
Page 17