HomeMy WebLinkAbout5.a. Receive Feasibility / Set Public Hearing, Country Hills 4th Addition , City Project #222CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: June 4, 1991
AGENDA ITEM:
Receive Feasibility/Set Public
AGENDA SECTION:
Hearing, Country
Hills 4th Addition, Prj 222
Old Business
PREPARED BY:
Ron Wasmund
AGENDA INS n n # 5 A
Public
Works Director/Building Official
L��) H
ATTACHMENTS:
(2) Resolutions, Hearing Notice
AP OVED Y: /
Mailing List
Attached are copies of resolutions receiving the feasibi ity report
for Country Hills 4th Addition public improvements and calling for a
public hearing on said improvements.
Staff is recommending the public hearing be held on June 18, 1991 at
8:00 P.M.
OSM, the consulting engineers on the project, will have the
feasibility report to us on Monday. As soon as we receive it we will
deliver it to you.
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE
FEASIBILITY REPORT, COUNTRY HILLS 4TH ADDITION STREET AND UTILITY
IMPROVEMENTS, CITY PROJECT #222.
MOTION TO ADOPT A RESOLUTION CALLING FOR A PUBLIC HEARING,COUNTRY HILLS
4TH ADDITION STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #222.
COUNCIL ACTION:
3
Country Hills 4th Addition
Tentative Development/Approval Schedule
JUNE 4, 1991 - Accept Feasibility Study - Set Public Improvement
Hearing Date
- Review 4th Addition Final Plat/PUD Amendment
JUNE 18, 1991 - Hold Public Improvement Hearing
Approve 4th Addition Plans & Specifications
Authorize Advertisement for Bids
Approve 4th Addition Final Plat/PUD Amendment
JUNE 20-21, - Bid Notice Publications
1991
JULY 11, 1991 - Open Bids
JULY 16, 1991 - Award Bid
JULY 25-31, - Sign Contract/Notice to proceed
1991 - Pre -construction Meeting
(JULY - Site grading by Developer)
(AUGUST - OCTOBER - Public Improvements by City)
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 1991 -
A RESOLUTION RECEIVING THE FEASIBILITY REPORT
COUNTRY HILLS 4TH ADDITION STREET & UTILITY IMPROVEMENTS
CITY PROJECT #222
WHEREAS, the City Council deemed it necessary and expedient that
the City of Rosemount, Minnesota, construct certain improvements,
to -wit: City Project #222, Country Hills 4th Addition Street &
Utility Improvements, in the City as described in and in accordance
with the feasibility report prepared by Orr-Schelen-Mayeron &
Associates, Inc., Consulting Engineers; and
WHEREAS, the City Council has been advised by the Consulting
Engineers that said utility and street improvements, City Project
#222, is feasible, and should best be made as proposed, and the
Consulting Engineers' report to this effect has heretofore been
received by Council, and filed with the City Clerk on June 4, 1991;
and
NOW THEREFORE BE IT RESOLVED, the City Council of the City of
Rosemount accepts the feasibility report for City Project #222 and
places it on file.
ADOPTED this 4th day of June, 1991.
ATTEST:
Susan M. Walsh, City Clerk
Motion by:
Vote in favor:
Vote against:
Vernon J. Napper, Mayor
Seconded by:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 1991 -
A RESOLUTION CALLING FOR A PUBLIC HEARING
COUNTRY HILLS 4TH ADDITION STREET & UTILITY IMPROVEMENTS
CITY PROJECT #222
WHEREAS, the City Council received the feasibility report and found the
project feasible for Country Hills 4th Addition Street & Utility
Improvements, City Project #222, on the 4th day of June, 1991; and
WHEREAS, the statute provided that no such improvements shall be made
until the Council has held a public hearing on such improvements
following mailed notice and two publications thereof in the official
newspaper stating time and place of the hearing, the general nature of
the improvement, the estimated costs thereof, and the area proposed to
be assessed, in accordance with the law; and
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Rosemount, Minnesota, as follows:
1. A public hearing will be held at the time and place set forth
in the Notice of Hearing attached hereto as Exhibit A to consider said
proposed improvements.
2. The nature of the improvements, the estimated cost of each
major portion thereof, and the areas proposed to be assessed therefor
are described in the form of Notice of Hearing hereto attached.
3. The notice of said public hearing shall be in substantially the
form contained in the notice hereto attached.
4. The City Clerk is hereby authorized and directed to cause
notice of said hearing to be given two publications in the official
newspaper. Said publications shall be one week apart, and at least
three days shall elapse between the last publication and the hearing.
Not less than ten days before the hearing the Clerk shall mail notice
of the hearing to the owner of each parcel of land within the area
proposed to be assessed as described in the notice. For the purpose of
giving such mailed notice, owners shall be those shown to be such on the
records of the County Auditor or, if the tax statements in the County
are mailed by the County Treasurer, on the records of the County
Treasurer. As to properties not listed on the records of the County
Auditor or the County Treasurer, the Clerk shall ascertain such
ownership by any practicable means and give mailed notice to such
owners.
ADOPTED this 3th day of June, 1991.
ATTEST:
Susan M. Walsh, City Clerk
Motion by:
Voted in favor:
Voted against:
Vernon J. Napper, Mayor
Seconded by:
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'EXHIBIT Atl
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
PUBLIC NOTICE
NOTICE OF PUBLIC HEARING ON IMPROVEMENTS
COUNTRY HILLS 4TH ADDITION STREET & UTILITY IMPROVEMENTS
PROJECT NO. 222
TO WHOM IT MAY CONCERN:
NOTICE IS HEREBY GIVEN, that the City Council of the City of
Rosemount, Minnesota, will meet at 8:00 o'clock p.m. or as soon
thereafter as possible, Tuesday, June 18, 1991, in the Council
Chambers of the City Hall, 2875 145th Street West, to consider the
following improvements:
Project #222 - Country Hills 4th Addition Street & Utility
Improvements
The nature of improvements shall include the construction of street
construction, trailway, watermain, sanitary sewer, storm sewer,
curb and gutter.
The total estimated cost of said improvements is $252,130.
The total assessment cost of said improvements is $252,130.
The area proposed to be assessed for the foregoing improvements
would generally be all that area generally described as that part
of the East One Half of the Southwest Quarter of Section 19,
Township 115, Range 19, Dakota County, Minnesota and the Southeast
Quarter of said Section 19 except the East 2,000 feet thereof,
lying North of Country Hills 3rd Addition, according to the
recorded plat thereof, said Dakota County. Together with: The
South 400 feet of the Northwest Quarter of Said Section 19.
Together with: The East 275 feet of the North 950 feet of the
South 1,350 feet of said Northwest Quarter. Together with: The
South 1,350 feet of the Northeast Quarter of said Section 19 except
the East 2,000 feet thereof: Except: That part of said South
1,350 feet except said east 2,000 feet thereof, described as
follows: Commencing at the southeast corner of said parcel;
thence North 1 degree 12 minutes 41 seconds West, along said west
line of said east 2,000 feet a distance of 200.02 feet to the point
of beginning of the parcel to be described; thence continuing
North 1 degree 12 minutes 41 seconds West 992.52 feet; thence
South 29 degrees 17 minutes 56 seconds West 116.12 feet; thence
southerly 522.25 feet along a tangential curve, concave to the east
having a central angle of 47 degrees 29 minutes 47 seconds and a
radius of 630.00 feet; thence South 18 degrees 11 minutes 52
seconds East 406.31 feet to the point of beginning.
Such person as desires to be heard with reference to the proposed
improvements will be heard at this meeting. Written or oral
opinions will be considered.
Dated this 4th day of June, 1991.
BY ORDER OF THE CITY COUNCIL.
Susan M. Walsh
City Clerk
City of Rosemount
Dakota County, Minnesota
Fd
MAILING LIST FOR COUNTRY HILLS 4TH ADDITION
PUBLIC HEARING - JUNE 18, 1991 - 8:00 P.M,
U. S. Home Corporation
300 Hwy 169
Suite 870
St. Louis Park, MN 55426
Feasibility Report
for
Country Dills Fourth Addition
Utilities and Street Improvements
City Project No. 222
For the
1011 �i
osem.ount
P.O. Box 510 0 2875 - 145th Street W. Rosemount, Minnesota 55068
III
OSM Comm. No. 4
June 1
FEASIBILITY REPORT
COUNTRY HILLS FOURTH ADDITION
CITY PROJECT NO. 222
ROSEMOUNT, MINNESOTA
JUNE 4, 1991
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I am
a duly Registered Professional Engineer under the laws of the
State of Minnesota.
C, 0
Osmundson, P.E., OSM & Associates, Inc.
Date: June 4, 1991 Reg No. 19156
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COUNTRY HILLS FOURTH ADDITION
CITY PROJECT NO. 222
ROSEMOUNT, MINNESOTA
TABLE OF CONTENTS
TITLE PAGE/CERTIFICATION
TALBE OF CONTENTS
LETTER OF TRANSMITTAL
EXECUTIVE SUMMARY
1.0 INTRODUCTION
PAGE NO.
1
1.1 Authorization 1
1.2 Scope 1
1.3 Data Available 1
2.0 GENERAL BACKGROUND
2.1 Location
2.2 Project Area
2.3 Existing Conditions
3.0 PROPOSED IMPROVEMENTS
3.1
Sanitary Sewer
3.2
Watermain
3.3
Storm Drain
3.4
Street Construction
3.5
Trailway
3.6
Permits
3.7
Right-of-way and Easements
2
2
2
k,
3
3
4
4
4
4
Table of Contents - Continued
PAGE NO.
4.0 FINANCING 5
4.1 Cost Estimate 5
4.2 Assessment Area 5
4.3 Cost Recovery 6
4.3.1 Assessment 6
4.3.2 Pending Assessment 6
5.0 PROJECT SCHEDULE 8
Drawings No's 1 through 5
APPENDIX
May 26, 1991
Honorable Mayor and Council
City of Rosemount
2875 145th Street West
Rosemount, MN 55068
RE: Country Hills Fourth Addition
Project No. 222
OSM Comm. No. 4788.00
Dear Mayor and Council:
Enclosed is the Feasibility Report for Country Hills Fourth Addition Utility and Street
Improvements, Project No. 222. This report addresses the sanitary sewer, watermain, storm
drain and street necessary for the plat.
We would be happy to discuss this report with you at your convenience. Please call if you
have any questions.
Respectfully,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
Henry O. Osmundson, P.E.
Project Manager
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HCO/cmw
05/24-hm&c.ltr
Enclosure
Ul
1 EXECUTIVE SUMMARY
City Project No. 222 provides for the installation of City Utilities and Streets in the Country
Hills Fourth Addition Development in western Rosemount. The project includes the
installation of sanitary sewer, watermain, storm drain, and street facilities within the Fourth
Addition. The grading of the area will be completed by the developer under a private
contract. The impetus for the project was a petition from the developer, U.S. Homes, Inc.
The project is feasible from an engineering standpoint and can best be accomplished under
one contract. The project includes the construction of approximately 700 lineal feet of
sanitary sewer, 1650 feet of watermain, 490 feet of storm drain, 1650 feet of street
construction and 900 feet of bituminous trail construction. The total estimated cost is
$242,700. The funding for the project will come from assessments to the benefitted property
and the Water Core Fund.
The project can be initiated in August, with construction substantially complete in
September of 1991. The final lift of bituminous will be completed by May 31, 1992.
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1 1.0 INTRODUCTION
1.1 Authorization - On April 16, 1991, the Rosemount City Council authorized
the preparation of an Engineering Feasibility Report for Public Utilities and
Street Construction for the Country Hills Fourth Addition. This project has
been designated as City Project No. 222. The developer submitted a petition
for these improvements, which constituted 100% of the benefitted property.
1.2 Scope - This project provides for the construction of utilities and streets in the
Country Hills Fourth Addition in western Rosemount. Sanitary sewer, water,
storm drain, street, and trail facilities will be provided to the Fourth Addition.
The developer, U.S. Homes, is responsible for the site grading in the Fourth
Addition, which will be completed prior to the construction of the utilities and
street examined in this report.
1.3 Data Available - Information and materials used in the preparation of this
report include:
♦ City of Rosemount Record Plans.
♦ Comprehensive Water System Plan, October, 1988.
♦ Comprehensive Storm Water Drainage Plan, West Drainage Area,
May, 1989.
♦ Country Hills Fourth Addition Preliminary Plat and Preliminary
Grading Plan.
1
1 2.0 GENERAL BACKGROUND
2.1 Location - The project is located in the southeast quarter of the northwest
quarter of Section 19, adjacent to future additions of the Country Hills PUD,
s and the Shannon Hills School and Park. The project location is shown on
Drawing No. 1 at the end of this report.
2.2 Project Area - The Country Hills Fourth Addition consists of 31 single family
residential lots, plus dedicated street right-of-way, and includes Outlot B
which is designated as a "common area" for the development. The Country
Hills Fourth Addition consists of 13 acres which is part of the Country Hills
Planned Unit Development (PUD). The Country Hills Fourth Addition is
north of the Third Addition and west of the Shannon Park School. The First,
Second and Third Additions were constructed in the middle and late 1980's.
City Project No. 194, Shannon Parkway Street and Utilities provides access
and sewer and water services to the Fourth Addition. The project area is
currently zoned R-1.
2.3 Existing Conditions - The terrain is primarily rolling grassland with a pond
near the northwest corner of the addition.
IStormwater from Shannon Parkway and the Shannon Hills School currently
flows west through an in place storm drain line, along Damask Path, and into
Pond "BIR -136".
1 3.0
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PROPOSED IMPROVEMENTS
3.1 Sanitary Sewer - The proposed project will provide sanitary sewer service to
the Country Hills Fourth Addition. City Project No. 194 provided sanitary
sewer service along Damask Path. Only services will need to be constructed
from the Damask sewer line. The proposed 8" PVC gravity line along Daniel
Lane will generally flow from the southeast to the northwest and connect into
the existing sanitary line on Damask Path. Four inch services will be provided
to the lots within the Fourth Addition. The proposed sanitary sewer facilities
are shown on Drawing No. 2.
3.2 Watermain - The proposed watermain facilities will provide water service to
the Fourth Addition, plus an extension to the future addition to the west. A
12" watermain will be extended west and south within Damask path from an
existing extension in Shannon Parkway. An 8" watermain will be extended
west from an existing extension off of Shannon Parkway, along Daniel Lane
where it connects with the proposed 12" watermain on Damask Path. The
proposed facilities include 1" services to each of the residential lots. Hydrants
will be spaced accordingly for a residential area. The proposed watermain
facilities are shown on Drawing No. 3.
3.3 Storm Drain - The proposed storm drain facilities will drain the proposed
subdivision to the northwest into Pond BIR -136. The proposed system
includes an extension of the storm drain on Damask Path and relocation of
existing outlet into Pond BIR -136. This relocation is due to a change in lot
configuration from a very preliminary plan which was used when Project No.
194 was designed. New catch basins will be placed at the intersection of
Daniel Lane and Damask Path. These catch basins will drain northwest into
Pond BIR -136. The proposed piping ranges in size from 12" to 24" in
diameter. In accordance with the city policy, all storm drain facilities are
sized to convey runoff from a 10 year storm event, and all ponding areas and
outlet sewers are sized for a 100 year storm event.
3
3.4
3.5
1
3.6
1
3.7
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A future outlet may be necessary for Pond BIR -136 when the adjacent areas
are developed, but is not necessary at this time. The Comprehensive
Stormwater Drainage plan proposes that Pond BIR -136 drain westerly to
Pond BIR -140, and eventually to Birger Pond.
Street Construction - The proposed streets will be constructed to city
standards which call for a 32' wide street. The street section will consist of
3" of bituminous courses and 6" of Class 5 based on the soil information
known at this time. The street will be flanked by surmountable concrete curb
and gutter. The street section design and cost estimate are based on the
assumption that an acceptable subgrade is provided by the grading operation,
for which the Developer is responsible. A small amount of sodding and
seeding blanket are provided in this project for erosion control.
Trailway - An 8' wide bituminous trail is proposed to be constructed within
the Country Hills Fourth Addition along the north side of Damask Path for
approximately 900'.
Permits - Permits will be required for this project from the Minnesota
Department of Health for watermain extensions and the Minnesota Pollution
Control Agency for sanitary sewer extensions. Approval of the sanitary sewer
plans is also required by the Metropolitan Waste Control Commission.
Right-of-way and Easements - The 60' right-of-way and all necessary
easements are anticipated to be dedicated by the developer on the final plat.
Storm drain facilities north of Damask Path will require utility and drainage
easement for the two outlets to Pond BIR -136. In addition, a
ponding/drainage easement is required for this pond. Also, necessary
easements for a future westerly outlet for this pond should be provided.
4
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4.0 FINANCING
4.1 Cost Estimate - A detailed Cost Estimate can be found in the Appendix. The
following estimates are based on 1990 and 1991 construction costs and include
a 10% contingency factor and all related administrative costs. The
administrative costs are estimated at 30% and include legal, engineering,
interest, and other administration. A summary of these costs are as follows:
These costs do not reflect the cost of land acquisition for easements, which
are anticipated to be dedicated by the developer.
4.2 Assessment Area - The following parcels of land are located within the project
and assessment area:
The Country Hills Planned Unit Development, not including Additions
1, 2, and 3.
remaining r
The rema g p operty is proposed to be platted as:
County Hills Fourth Addition
Block 1, Lots 1 through 11
i Block 2, Lots 1 through 11 and Outlot B
■ Block 3, Lots 1 through 9
Outlots A, C, D, and E
County Hills Fourth Addition has a total of 31 buildable lots.
5
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Sanitary Sewer
$ 24,500
Sanitary Sewer Services
14,900
Watermain
60,400
16,900
Water Services
Storm Drain
29,000
90,300
Street Construction
Trailway
6.700
TOTAL PROJECT COST
$242,700
These costs do not reflect the cost of land acquisition for easements, which
are anticipated to be dedicated by the developer.
4.2 Assessment Area - The following parcels of land are located within the project
and assessment area:
The Country Hills Planned Unit Development, not including Additions
1, 2, and 3.
remaining r
The rema g p operty is proposed to be platted as:
County Hills Fourth Addition
Block 1, Lots 1 through 11
i Block 2, Lots 1 through 11 and Outlot B
■ Block 3, Lots 1 through 9
Outlots A, C, D, and E
County Hills Fourth Addition has a total of 31 buildable lots.
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Using these estimated assessments, the funding for the project would
be as shown on the chart on the following page. The project has a
1 total assessable cost of $235,500, which if spread over the 31 lots,
produces an estimated assessment rate of $7,600 per lot.
4.3.2 PENDING ASSESSMENT: There are no pending assessments against
the project area at this time.
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4.3 Cost Recovery
4.3.1 ASSESSMENT: The sanitary sewer, storm drain, trail, and street
'
construction proposed for the Shannon Hills Second Addition is
regarded as residential equivalent sizing and therefore will be 100%
assessable toward the benefitted lots included in the Second
Addition.
The proposed watermain facilities include the installation of the 12"
main along Damask Path. The Comprehensive Water System Report
plans for this 12" main to the west. Without this required 12" main, an
8" would be the largest pipe necessary four the development.
Therefore, the cost of oversizing the pipe from a 12" to an 8" pipe
should come out of the Watermain Core Fund. This is estimated to
be $7,200 and will be determined by bid prices for the project.
Using these estimated assessments, the funding for the project would
be as shown on the chart on the following page. The project has a
1 total assessable cost of $235,500, which if spread over the 31 lots,
produces an estimated assessment rate of $7,600 per lot.
4.3.2 PENDING ASSESSMENT: There are no pending assessments against
the project area at this time.
6
COUNTRY HILLS FOURTH
ESTIMATED COSTS AND FUNDING SOURCES
7
FUNDING
STORM
WATER/
FIVE
ESTIMATED
SEWER
WATERMAIN
SEWER
YEAR
TOTAL
ITEM
COST
ASSESSMENT
CORE
CORE
C.I.P
C.I.P.
REVENUES
A.
Sanitary Sewer
$ 24,500
$ 24,500
0
0
0
0
$ 24,500
B.
Sanitary Sewer
14,900
14,900
0
0
0
0
14,900
Services
C.
Watermain
60,400
53,200
0
7,200
0
0
60,400
D.
Water Services
16,900
16,900
0
0
0
0
16,900
E.
Storm Drain
29,000
29,000
0
0
0
0
29,000
F.
Street
90,300
90,300
0
0
0
0
90,300
G.
Trailway
6.700
6,700
0
0
0
0
6,700
TOTAL
$242,700
$235,500
0
7,200
0
0
$242,700
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5.0 PROJECT SCHEDULE
The proposed schedule for this improvement is as follows:
Receive Feasibility Report
June 4, 1991
Final Plat Approval
June 18, 1991
Public Hearing
July 2, 1991
Order Preparation of Plans and Spec's
July 2, 1991
Receive Plans and Spec's/Order Ad for Bid
July 2, 1991
Bid Opening
July 29, 1991
Award Contract
August 6, 1991
Begin Construction
August 1991
Completion of Construction
September 1991
Assessment Hearing
Spring 1992
First Payment with Real Estate Taxes
Fall 1992
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PROJEC
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Date:
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LOCATION MAP
COUNTRY HILLS 4TH ADD.
CITY PROJECT NO. 222
CITY OF ROSEMOUNT
Comm. No. {
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COUNTRY HILLS 4TH ADD. Sheet no.
CITY PROJECT NO. 222 2
CITY OF ROSEMOUNT
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COUNTRY HILLS 4TH ADD.
CITY PROJECT NO. 222
CITY OF ROSEMOUNT
Comm. No.
4788
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COUNTRY HILLS 4TH ADD.
CITY PROJECT NO. 222
CITY OF ROSEMOUNT
Comm. No.
4788
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ADDENDIX A
PRELIMINARY COST ESTIMATE
COUNTRY HILLS 4TH ADDITION
STREET AND UTILITY IMPROVEMENTS
CITY OF ROSEMOUNT, MINNESOTA
CITY PROJECT NO. 222
OSM COMM. NO. 4788.00
ITEM
A. SANITARY SEWER
8" PVC SDR 35
Manhole
Excess Manhole Depth
Rock Stabilization
TOTAL UNIT
QUANTITIES UNIT PRICE TOTAL
700 L.F. $ 14.00
$
9,800.00
5 Each $ 950.00
$
4,750.00
39 L.F. $ 60.00
$
2,340.00
30 Ton $ 7.00
$
210.00
Total
$
17,100.00
10% Contingency
1,710.00
Total Sanitary Sewer Construction Cost
$
18,810.00
Plus 30% Legal, Engineering, Administration
$
5,650.00
and Financing
TOTAL SANITARY SEWER PROJECT COST
$
243460.00
Appendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM QUANTITIES UNIT PRICE TOTAL
B. SANITARY SEWER SERVICES
4" PVC Service Pipe 1,400 L.F. $ 7.00
$
9,800.00
8" x 4" PVC Sewer Wyes 15 Each $ 40.00
$
600.00
Total
$
10,400.00
10% Contingency
1,040.00
Total Sanitary Sewer Construction Cost
$
11,440.00
Plus 30% Legal, Engineering, Administration
$
3,430.00
and Financing
TOTAL SANITARY SERVICES
$
14,870.00
PROJECT COST
Appendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM QUANTITIES UNIT PRICE TOTAL
C. WATERMAIN
12" DIP Class 52
900
L.F.
$
23.00
$
20,700.00
8" DIP Class 52
750
L.F.
$
15.00
$
11,250.00
12" DIP Gate Valve
1
Each
$
900.00
$
900.00
8" DIP Gate Valve & Box
1
Each
$
500.00
$
500.00
Hydrants
5
Each
$
1,100.00
$
5,500.00
6" DIP Hydrant Leads
50
L.F.
$
15.00
$
750.00
Fittings
1,600
Lbs.
$
1.00
$
1,600.00
Connect to Existing
2
Each
$
400.00
$
800.00
Rock Stabilization
30
Ton
$
7.00
$
210.00
Total
$ 42,210.00
10% Contingency
4,290.00
Total Sanitary Sewer Construction
Cost
$
46,500.00
Plus 30% Legal, Engineering, Administration
$
13,900.00
and Financing
TOTAL WATERMAIN PROJECT COST
$
60,400.00
Appendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM QUANTITIES UNIT PRICE TOTAL
D. WATER SERVICES
1" Corp Cocks
1" Curb Stop & Box
1" Copper Service Pipe
31 Each $ 40.00
$
1,240.00
31 Each $ 70.00
$
2,170.00
1,400 L.F. $ 6.00
$
8,400.00
Total
$
11,810.00
10% Contingency
1,190.00
Total Sanitary Sewer Construction Cost
$
13,000.00
Plus 30% Legal, Engineering, Administration
$
3,900.00
and Financing
TOTAL WATERMAIN SERVICES
$
16,900.00
PROJECT COST
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Appendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM QUANTITIES UNIT PRICE TOTAL
E. STORM DRAIN
12" RCP C.B. Leads
35
L.F.
$
18.00
$
630.00
15" RCP C.B. Leads
77
L.F.
$
19.00
$
1,463.00
18" RCP
180
L.F.
$
20.00
$
3,600.00
24" RCP
200
L.F.
$
25.00
$
5,000.00
18" FES w/Trash Guard
1
Each
$
900.00
$
900.00
24" FES w/Trash Guard
1
Each
$
1,200.00
$
1,200.00
4' Dia. C.B./MH (0'-8')
2
Each
$
900.00
$
1.800.00
Excess 4' Dia. MH Depth
> 8' 12
L.F.
$
100.00
$
1,200.00
Catch Basin Type A
2
Each
$
700.00
$
1,400.00
Catch Basin Type B
2
Each
$
750.00
$
1,500.00
Grouted Rip Rap
20
C.Y.
$
60.00
$
1,200.00
Rock Stabilization
50
Ton
$
7.00
$
350.00
Total
$ 20,243.00
10% Contingency
2,057.00
Total Sanitary Sewer Construction
Cost
$
22,300.00
Plus 30% Legal, Engineering, Administration
$
6,700.00
and Financing
TOTAL STORM DRAIN
PROJECT
COST
29,000.00
Appendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM QUANTITIES UNIT PRICE TOTAL
F. STREETS
Subgrade Preparation
17
R.S.
$
100.00
$
1,700.00
Aggregate Base, Class 5
2,235
Ton
$
7.00
$
15,645.00
100% Crushed
2331 Bituminous Base Course
500
Ton
$
20.00
$
10,000.00
2341 Bituminous Wear Course
500
Ton
$
22.00
$
11,000.00
Bituminous Material for
300
Gal.
$
1.80
$
540.00
Tack Coat
Concrete Curb & Gutter D418
3,400
L.F.
$
5.00
$
17,000.00
Seed w/Mulch & Fertilizer
.9
Acre
$
1,500.00
$
1,350.00
Sodding
1,200
S.Y.
$
2.00
$
2,400.00
Furnish & Install Signs
6
Each
$
200.00
$
1,200.00
Rem & Re -install Temp.
1
L.S.
$
500.00
Barricades
Fiber Blanket
500
S.Y.
$
2.00
$
1,000.00
Adjust MH
8
Each
$
100.00
$
800.00
Total $ 63,135.00
10% Contingency 6,365.00
Total Sanitary Sewer Construction Cost $ 69,500.00
Plus 30% Legal, Engineering, Administration $ 20,800.00
and Financing
TOTAL STREET PROJECT COST $ 90,300.00
Annendix A - Preliminary Cost Estimate - Continued
TOTAL UNIT
ITEM
QUANTITIES UNIT PRICE
TOTAL
G. TRAILWAY
Aggregate Base Class 5
350 Ton $ 7.00
$
2,450.00
100% Crushed
2341 Btiminous Wear Course 100 Ton $ 23.00
$
2,300.00
Total
$
4,750.00
10% Contingency
450.00
Total Sanitary Sewer Construction Cost
0.00
$ 5,200.00
Plus 30% Legal, Engineering, Administration
$
1,500.00
and Financing
TOTAL TRAILWAY CONSTRUCTION COST
$
6,700.00
Appendix A - Preliminary Cost Estimate - Continued
PROJECT COST
A.
Sanitary Sewer
B.
Sanitary Sewer Services
C.
Watermain
D.
Water Services
E.
Storm Drain
F.
Street
G.
Trailway
TOTAL PROJECT
$ 24,460.00
$ 14.870.00
$ 60,400.00
$ 16.900.00
$ 29,000.00
$ 90.300.00
$ 6.700.00
$ 242.630.00