HomeMy WebLinkAboutPW January 24, 2006
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
CITY OF ANDOVER
PUBLIC WORKS COMMITTEE MEETING
Tuesday, January 24, 2006
. 1 :30 p.m.
Andover Public Works ConferencefTraining Room
AGENDA
1.
2.
3.
4.
5.
2006 Overlay Project/Project 06-2
Tulip Street NW between 16151 Avenue NW & 169th Lane NW/Project 05-11
Public Works Expansion Phase II/Project 04-55
Kensington Estates 7'h Addition Trail
Other Business
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
TO: Public Works Committee Members
CC: Jim Dickinson, City Administrator
FROM: David D. Berkowitz, City Engineer
SUBJECT: 1. 2006 Overlay Project/Project 06-2
DATE: January 24,2006
INTRODUCTION
The Public Works Committee is requested to discuss public concern and design items for Project
06-2, 2006 Overlays.
DISCUSSION
Identified in the City's 2006 CIP are the development areas (Lunds Evergreen Estates 2nd_5th
Additions and the area referred to as the Stenquist Addition) that the roads are scheduled for
reconstruction. Neighborhood informational meetings have been held for both areas and the
preparation of the feasibility report has been ordered by the City Council and is currently being
prepared by staff.
As you are aware, the Lunds area has much opposition to the construction of concrete curb and
gutter. The preliminary assessment/cost for each lot that would have concrete curb and gutter is
$4,669.33. Attached are the resident comments for your review and discussion.
Through the preparation of the feasibility report a few design items need to be discussed for the
Lunds area before the project can proceed. The design items to discuss will be the storm sewer
design, street widths and the Municipal State Aid portion of the project, which is 16Sth Lane NW
located on the north side of the project.
Some questions have been raised regarding the City's Concrete Curb and Gutter Policy:
I. First, the (7) "benefits" justifying concrete over bituminous are vague and difficult to
quantify.
2. Anoka County uses bituminous curbs on County roads. If it's good enough for
County roads, it should be good enough for our residential streets.
3. Bituminous curbs, when properly spaced and installed, provide a satisfactory, long-
lasting product. The existing curbs in Lunds are a good example in that they are still
in good condition and have required no maintenance since construction.
These questions will be discussed at the meeting.
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Public Works Committee
January 24. 2006
Page 2 of2
The residents in the Stenquist area that would be assessed are also in opposition of the
assessment related to the concrete curb. The preliminary assessment/cost for each lot that would
have concrete curb and gutter is $2,835.13. Their comments are also attached for review and
discussion.
Staff is currently working with Carl Spencer who owns land that borders Makah Street NW on
the east and 160th Lane NW on the west, to acquire a drainage and utility easement to handle a
drainage problem that currently exists on the east side of l60th Lane NW. The proposal is to
construct a cul-de-sac and a drainage pond on the property, in return Mr. Spencer would provide
the City with a road and drainage and utility easement. This lot has the potential to split. Mr.
Spencer is considering pursuing the lot split at this time to ensure that it meets all the current lot
split requirements for an R-l zoning district.
A draft feasibility report is included for your review.
ACTION REOUlRED
There is no action required at this time. This is for review and discussion.
Respectfully submitted,
(f)~Q.
David D. Berkowitz
Attachments: Draft Feasibility Repo~ Resident Comment(
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Feasibility Report
2006 Overlay Project
City Project Nos. 06-02
Prepared by:
Engineering Department
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CLANDOVER.MN.US
February 7,2006
Honorable Mayor and City Council
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
:{O~AFT
Re: 2006 Overlay Project (C.P. 06-02) Feasibility Report
City of Andover, Minnesota
Dear Mayor and City Council:
With your authorization, we are pleased to submit this feasibility report for addressing the proposed
project costs and estimated assessments for the 2006 Overlay Project for Lund's Evergreen Estates 2nd
- 5th Additions and the Stenquist Addition (area north of 159th Avenue NW, south of 162nd Lane NW,
between Quapaw Street NW and Oneida Street NW). The streets in these neighborhoods have been
identified by City staff as being in need of repair, and they are included in the Capital Improvement
Plan.
The proposed improvements will include constructing concrete curb and gutter in Lund's Evergreen
Estates 3rd, 4th, and 5th Additions, a portion of Lund's Evergreen Estates 2nd Addition, and along 160th
Lane NW in the Stenquist Addition. Concrete curb and gutter will be constructed and assessed in
conformance with the existing City Concrete Curb and Gutter Policy. 168th Lane NW within Lund's
Evergreen Estates 5th Addition is a Municipal State Aid Street and will be reconstructed to meet all
applicable State Aid standards.
The total estimated cost of the proposed improvements is $1,303,600.00. This estimated cost includes
construction costs, contingencies, and indirect costs. The proposed project would be funded by a
combination of assessments, City funds, and State Aid funds. The assessments would apply to the work
associated with construction of concrete curb and gutter. The street repairs and storm sewer are
proposed to be funded by the City Road and Bridge Fund. The assessments are estimated to be
$4,669.33 per unit for the Lund's Evergreen Estates Additions and $2,835.13 for 160th Lane NW in the
Stenquist Addition. The City costs are estimated at $1,094,478.69 for the proposed improvements.
We recommend that the City Council review this report and, if acceptable, proceed with project
implementation as proposed.
Sincerely,
City of Andover Engineering Department
David D. Berkowitz, P.E.
City Engineer
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FEASIBILITY REPORT
2006 OVERLAY PROJECT
CITY PROJECT NO. 05-02
CITY OF ANDOVER, MINNESOTA
DRAFY
I hereby certify that this Feasibility Report was prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
David D. Berkowitz, P.E.
License No. 26757
Date
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Overview
1.0 INTRODUCTION
2.0 IMPROVEMENTS
3.0 RIGHT-OF-WAY
4.0 PERMITS
2006 OVERLAY PROJECT
TABLE OF CONTENTS
Page No.
1
1DRAFT
3
4
5.0 ESTIMATED PROJECT COSTS
4
6.0 FUNDING / ASSESSMENTS
4
7.0 PROPOSED PROJECT SCHEDULE
5
8.0 CONCLUSIONS & RECOMMENDATIONS
Exhibit 1:
Exhibit 2:
Exhibit 3:
Exhibit 4:
Exhibit 5:
Exhibit 6:
Exhibit 7:
Exhibit 8:
Exhibit 9:
Exhibit! 0:
Exhibit 11:
Exhibit 12:
Exhibit 13:
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APPENDIX
Project Location Map
City Standard Detail 508C, Typical Rural Residential Street Section
City Standard Detail 516A, Typical Rural Section with Ditches
City Standard Detail 501, Surmountable Concrete Curb & Gutter
B618 Concrete Curb & Gutter Detail (MnDOT Standard Plate 71 OOH)
Stenquist Addition Project Layout
Lund's Evergreen Estates 2nd - 5th Addition Project Layout
168th Lane NW Project Layout
Preliminary Cost Estimate - Stenquist Addition
Preliminary Cost Estimate - Lund's Evergreen Estates 2nd - 5th Addition
Preliminary Cost Estimate - 168th Lane NW
Preliminary Cost Estimate - Total Project
Preliminary Assessment Worksheet
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2006 OVERLAY PROJECT
DRAFT
CITY PROJECT 06-02
1.0 INTRODUCTION
The City of Andover annually completes a street mill and overlay project in a portion of the City
in need of rehabilitation. The intent of this mill and overlay program is to provide the
community with a high quality transportation system and maintain a constant upkeep of the City's
street infrastructure. Rehabilitation of the streets reduces routine maintenance (crack sealing, pot
hole patching, etc.) in the area. Long term, this reconditioning prolongs the structural stability of
the roadways, providing for a longer serviceable life. The mill and overlay project would consist
of milling the existing street surface and constructing a new asphalt surface. Minor restoration
work would be included with the project. Per current City policy, in developments with existing
bituminous curb or in rural areas without curb or ditches, concrete curb and gutter would be
constructed. The concrete curb and gutter is more durable than bituminous curb, it supports the
pavement edge, facilitates drainage of the roadway, and it reduces the amount of maintenance
required by Public Works. The reconditioning of the streets and any associated work is typically
funded by the Road and Bridge Fund. Costs associated with construction of concrete curb and
gutter is typically assessed to the benefiting properties. Reconstruction work along 16Sth Lane
NW will be funded by State Aid dollars with the concrete curb and gutter costs assessed to the
benefiting properties.
City staff evaluates each segment of roadway within the City and determines which roadways
and developments are in the most need of rehabilitation. These areas are outlined in the Andover
Capital Improvement Plan (CIP). The areas identified in the CIP for the 2006 Overlay program
are the Stenquist Addition (area north of I 59th Avenue NW, south of 162nd Lane NW, between
Quapaw Street NW and Oneida Street NW) and Lund's Evergreen Estates 2nd - 5th Additions.
Concrete curb and gutter will be constructed in Lund's Evergreen Estates 3'd, 4th, and 5th
Additions, a portion of Lund's Evergreen Estates 2nd Addition, and along I 60th Lane NW in the
Stenquist Addition where there is existing bituminous curb. A Project Location map is attached
in the Appendix as Exhibit I.
2.0 IMPROVEMENTS
The proposed improvements will consist of milling the existing bituminous and utilizing it as
reclaimed base, constructing surmountable concrete curb and gutter in areas that currently have
bituminous curb or do not have ditches, and paving three inches of bituminous (two lifts) over
the top, meeting the current design standards for the City of Andover residential streets. This is a
cost effective method to reconstruct the roadways with an expected design life of 25+ years. Any
necessary improvements to the existing storm sewer systems, including replacement of pipes,
adjustment of castings, etc., would also be completed at this time. Attempts will be made to
match the existing width of the street sections wherever possible. In areas where street widths
are less than the City standard (33' for urban areas, 31' for rural areas), the existing widths will
be maintained. The minimum street width that will be constructed in areas with a ditch section is
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24' (2-12' driving lanes). The minimum street width that will be constructed in areas with
concrete curb and gutter is 26.67' back to back (2-11' driving lanes plus curb width).
Maintaining existing street widths has a large impact on negating the need for additional storm
water ponding systems to treat additional stormwater runoff that would be created by increasing
the impervious area in a development.
l68th Lane NW between Crocus Street and Verdin Street will be reconstructed to meet State Aid
Standards, including concrete curb and gutter (B6l8) and storm sewer. Please refer to Exhibits
2, 3,4 and 5 in the Appendix for the current standard City details for Rural Residential Street
Sections (with and without curb), Surmountable Concrete Curb & Gutter, and B6l8 Curb &
Gutter.
Stenquist Addition
This area was originally paved in 1979. When initially constructed, the pavement section
consisted of 24' wide roadways with 1.5" of bituminous wearing course over 4" of Class 5
aggregate base. Bituminous curb and gutter is located along 1 60th Lane NW within this plat.
This bituminous curb will be replaced with surmountable concrete curb and gutter. An existing
drainage issue at the east end of 1 60th Lane NW will be analyzed as a part of this project.
Currently, storm water sits in the road and creates an icing hazard in the winter. Staff will
explore piping this water to a low area, or potentially creating a ponding area to the east to handle
storm water runoff. Staff is working with the property owner at the east end of this roadway
about the possibility of obtaining a drainage and utility easement to construct a small pond to
handle storm water runoff in this area. This property owner would be required to construct a
storm water pond in this area if and when he wanted to split his existing lot. In exchange for a
potential drainage and utility easement, staff will be exploring constructing a cul-de-sac at the
east end of 160th Lane NW to facilitate future splitting of this parcel (16090 Makah Street NW).
These issues will be addressed in final design. Costs for grading a small pond with an outlet and
constructing a cul-de-sac have been included in the City costs for this development.
The proposed roadway section will include 3" of bituminous wearing course and a 24' width,
which is consistent with the City standard width of24' for rural section roadways without curb
and gutter. 160th Lane NW will be constructed with 22' of bituminous plus the surmountable
concrete curb and gutter, resulting in a back to back width of26.67', which is less than the City
standard 31' width for rural sections roadways with curb and gutter. This street section will
maintain the character and consistency of the asphalt widths in this neighborhood and reduce the
amount of widening required to construct this segment of roadway. A project layout for this area
is included in the Appendix as Exhibit 6.
Lund's Evergreen Estates 2nd - 5th Additions
Lund's Evergreen Estates 2nd Addition was constructed in 1984, Lund's Evergreen Estates 3rd
Addition was constructed in 1987, Lund's Evergreen Estates 4th Addition was constructed in
1989, and Lund's Evergreen Estates 5th Addition was constructed in 1989. Lund's Evergreen
Estates 3rd and 4th Additions were constructed with a pavement section of 1 W' of bituminous
wearing course over 4" of Class 5 aggregate base. Lund's Evergreen Estates 5th Addition was
constructed with a pavement section of 2" of bituminous wearing course over 4" of Class 5
aggregate base. The roadways in Lund's Evergreen Estates 2nd Addition are 24' wide. This
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DRAFT
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addition was constructed as a rural section with ditches. The existing roads in Lund's Evergreen
Estates 3rd - 5th Addition are 26' back to back with asphalt curb.
The proposed section for these developments will include 3" of bituminous wearing course and
surmountable concrete curb and gutter in areas that currently have bituminous curb with a 26.67'
width back to back. As previously explained, this does not meet the City standard width of 31 '
back to back, but it reduces the amount of pavement widening required. Areas without curb and
gutter will be reconstructed to meet the existing width of24' if there are ditches adjacent to the
roadway. A few residents in the 2nd Addition have filled in their ditches, impeding the roadway
drainage. In these locations, concrete curb and gutter will be constructed. The lots requiring new
curb construction will be assessed for these costs. A project layout for the Lund's Evergreen
Estates 2nd - 5th Additions is included in the Appendix as Exhibit 7.
168th Lane NW (Crocus Street NW to Verdin Street NW)
This segment of roadway is designated as a Municipal State Aid Street (MSAS). This segment
was constructed in 1989 and was constructed with a pavement section of 2" of bituminous
wearing course over 4" of Class 5 aggregate base with bituminous curb. The original street
width is 26' from back of curb to back of curb. The proposed section would include B618
concrete curb and gutter, 4" of bituminous over the reclaimed aggregate base, and a 33' width
back to back. This roadway width will match the existing portion of this MSAS segment to the
west of Crocus Street NW.
e A storm sewer system will be designed to handle runoff from a lO-year storm event, which is
consistent with City and Lower Rum River Watershed Management Organization requirements.
Based upon the speed limit (40 mph) and the 20-year projected Average Daily Traffic (400
vehicles per day), pavement spread calculations will be calculated for a 3-year storm event.
These calculations will determine catch basin locations upstream of low points in the street. The
proposed storm sewers will discharge at the locations of existing curb cuts, perpetuating existing
storm water flow patterns. Less than one acre of additional impervious surface will be created
with this project, therefore, additional stormwater ponding as a requirement ofthe NPDES
permit is not required. Per Lower Rum Watershed Management Organization requirements, 60"
diameter catch basin manholes with four foot deep sumps will be required upstream of each
storm sewer discharge point for collecting sediment in the storm water runoff.
A layout for this segment is included in the Appendix as Exhibit 8.
3.0 RIGHT-OF WAY / EASEMENT
A drainage and utility easement and possibly a roadway easement may be needed at the east end
of 160th Lane NW in the Stenquist Addition to correct a drainage problem. Staff is working with
the owner of this parcel to acquire this easement. All other improvements to the roadways would
be contained within the existing right-of-way and utility easements.
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DRAFT
4.0 PERMITS
The City of Andover Engineering Department would obtain any necessary permits for the
project. Permits will be required from the Lower Rum River Watershed Management
Organization and from the Minnesota Pollution Control Agency (NPDES Stormwater Permit).
5.0 ESTIMATED PROJECT COSTS
The total estimated project costs are as follows:
Stenquist Addition:
Lund's Evergreen Estates 2nd - 5th Additions:
I 68th Lane NW (MSA segment):
Total Estimate Project Cost
$ 401,706.04
$ 552,671.14
$ 349,222.82
$1,303,600.00
These estimated costs include construction costs, contingencies, and indirect costs. These costs
are estimated based upon preliminary design. The final cost will be based upon final design,
actual work completed by the contractor, and unit bid prices for the project. Detailed cost
estimates for each development and the total project are included in the Appendix as Exhibits 9,
10, 11, and 12.
6.0 FUNDING I ASSESSMENTS
The project is proposed to be funded by a combination of assessments, City funds, and Municipal
State Aid funds. It is proposed that City funds come from the City Road and Bridge Fund as
designated by the City Council for the street reconditioning and the storm sewer adjustments and
improvements. Roadway and eligible storm sewer improvements along 168th Lane NW would
be funded by State Aid funds. The concrete curb and gutter along 168th Lane NW would be
assessed to the benefiting properties. The Road and Bridge Fund would fund the non-State Aid
eligible portion of the storm sewer improvements. All parcels within the project limits that have
bituminous curb adjacent to their property or have no curb or ditches would be assessed for
concrete curb and gutter and associated expenses related to the curb and gutter construction.
The Andover Assessment manual lists four methods of assessments. They are: area, unit, front
footage (short side) and variable costs. For this project the per unit method would be used to
assess each property for their individual benefit. To calculate the rate per unit, the total costs
associated with construction of the concrete curb and gutter (including construction costs and
expenses) for each development would be divided by the number of occupied or potentially
buildable parcels with new curb and gutter along their property. The property located at 2492
I 66th Avenue NW will be considered as one half unit for the assessment calculations. This
parcel has bituminous curb along half of the roadway frontage and has a ditch section along the
other half of the frontage. Filling of the ditch and construction of curb and gutter along the entire
length of this parcel would create washout concerns for the downstream property. The estimated
assessment rate per unit for those parcels previously discussed is:
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DRAFT
Stenquist Addition:
Lund's Evergreen 2nd - 5th Addition:
$2,835.13 / unit
$4,669.33/ unit
A detailed Preliminary Assessment Worksheet is included in the Appendix for the Stenquist
Addition and Lund's Evergreen Estates 2nd - 5th Additions as Exhibit 13.
7.0 PROPOSED PROJECT SCHEDULE
If the project is initiated the project schedule would be as follows:
City Council orders feasibility report
12/20/05
A neighborhood informational meeting is held
12/20/05 (Lunds's)
12/22/05 (Stenquist)
City Council receives feasibility report / Orders Public Hearing
2/7/06
Hold Public Hearing / Authorize plans and specs
3/7/06
City Council approves plans and specifications and authorizes
Advertisement for Bids
3/21/06
Advertise in the Anoka Union and Construction Bulletin
3/24/06 - 4/7/06
Receive bids
4/20/06
City Council awards contract
5/2/06
Contractor begins construction
5/15/06
Project Substantially Complete
7/24/06
Project Final Completion
8/4/06
8.0 CONCLUSIONS & RECOMMENDATIONS
8.1 Conclusions
As a result of this study, we conclude that:
1.
The streets in these areas need to be reconditioned and brought up to the
current standard with concrete curb and gutter where there is existing
bituminous curb or no drainage ditch.
The total estimated cost for the proposed improvements is $1,308,197.26.
These estimated costs include construction costs, contingencies and
indirect costs.
2.
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3.
The project is feasible from an engineering perspective.
DRAFT
8.2 Recommendations
I. The City Council and City Staff review this report in detail.
2. A public hearing is to be held by the City Council to determine if the
project is to be carried forward as presented.
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FEASIBILITY REPORT
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2006 MILL & OVERLAY PROJECT
PROJECT LOCATION
CITY PROJECT NO. 06-02 & 06-09
ANDOVER, MINNESOTA
EXHIBIT 1
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17 1 2"
10 1/2"
28"
SECTION
SURMOUNTABLE CONCRETE CURB & GUTTER
12/26/00
~ CITY OF ANDOVE~o04
STANDARD DRAWING
NO.
501
EXHIBIT Y
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HORIZONTAL LINE ~~I'-""
DESIGN B
~_\l2"R.(USEI"R. 1'-'
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HOR[ZONT AL LINE --y ~1t.1'- 'll
DESIGN B
DIMENSIONS
H A B
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6 8" 13-112" B612
8 8-5/8" 15-112" B8[2
9 9" 16-5/8" 8912
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DESIGN V
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8
9
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DIMENS[ONS
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6" 13-3/8" V612
6" 15-3/8" V8[2
6" 16-3/8" V912
6" 17-3/8" VIOl2
APPROVED _M~RQl...!l.J~1....
Ph(' &-^~ -#
---~=~
ACT[NG STATE DES[GN ENGINEER
DESIGN V
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CONCRETE
W ' 18"
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DEPARTMENT OF TRANSPORTATION
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- I............:............
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(rORMS MAYBE TlL TED )
NOTES:
CD LONGITUDINAL JOINT WHEN ADJACENT TO
R[GID PAVEMENT OR BASE.
SEE STANOARD PLANS MANUAL rOR JOINT
INrORMA TlON.
o SLOPE 0.06 FT /FT NORMAL. UNLESS
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SPECIFlCA TION
REFERENCE
2531
REVISION OA TE
2-28-05
W , 36"
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STANDARO
PLATE
NO.
7100H
EXHIBIT S-
2006 Overlays - Stenquist Addition
DRAFT
ill
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1 inch = 484 feet
Map Datei 12/09/2005
Data Datei March 2005
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EXHf8" 6
2005 Overlays - Lund's Evergreen Estates 2nd - 5th
Additions DR A FT
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Map Dale: 12/0912005
Data Date: March 2005
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2005 Overlays - 168th Lane NW
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DRAFT
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2435
1 inch = 408 feet
Map Dale: 12/0912005
Data Dale: March 2005
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,
2006 Overlay Project (C.P. 06-02)
e Feasibility Cost Estimate - Stenquist Addition
DRAFT
CONCRETE CURB & GUTTER (ASSESSABLE COSTS)
ITEM
NO.
I
2
3
4
DESCRIPTION
B618 Concrete Cur & Gutter
Surmountable Concrete Curb & Gutter
Common Excavation (EV)
Remove/Salvage/Install Mailbox
UNIT
LF
LF
CY
Each
UAN.
o
2,950
291
12
Estimated Construction Cost
5% Contingency
Total Estimated Concrete Curb & Gutter Construction Cost
$28,714.0
$1,435.70
$30.149.70
CITY COST FOR STREET RECONDITIONING
e
ITEM UNIT
NO. DESCRIPTION UNIT QUAN. PRICE AMOUNT
I MObilizatIOn LS 0.30 1$10,000.00 $3,000.00
2 Traffic Control LS 0.30 $2,000.00 $600.00
3 Remove/Dispose Concrete Driveway (6" Thick) SF 1,980 $1.00 $1,980.00
4 Remove/Dispose Bituminous Driveway SY 1,300 $3.00 $3,900.00
5 Remove/Salvage/Install Mailbox Each 48 $85.00 $4,080.00
6 Remove/Dispose Catch Basin Each 2 $350.00 $700.00
7 Remove/Dispose Storm Sewer Pipe LF 100 $8.00 $800.00
8 Road Reclaim Existing Bituminous SY 19,733 $0.70 $13,813.10
9 Fine Grade & Reshape Subgrade STA. 74 $100.00 $7,400.00
10 Subgrade Correction Excavation (EV) & Pond Exc. CY 1,210 $7.50 $9,075.00
II Select Granular Borrow (LV) CY 294 $8.00 $2,352.00
12 Construct Concrete Flume Each 4 $350.00 $1,400.00
13 Concrete Driveways (6" Thick) SF 1,980 $4.00 $7,920.00
14 Surmountable Concrete Curb & Gutter LF 305 $8.50 $2,592.50
15 Aggregate Base Class 5 TN 630 $10.00 $6,300.00
16 Aggregate Base Class 5 for Shoulder TN 585 $12.00 $7,020.00
17 Bituminous Non-Wear Course (MnDOT 2350 LV 3) TN 2,350 $38.00 $89,300.00
18 Bituminous Wear Course (MnDOT 2350 LV 4) TN 2,480 $42.00 $104,160.00
19 Bituminous Tack Coat Gal 1,260 $1.25 $1,575.00
20 Pulverized Topsoil Borrow (LV) CY 548 $12.00 $6,576.00
21 Hydroseed with mulch and fertilizer SY 2,631 $0.40 $1,052.40
22 Erosion Control Blanket SY 2,631 $1.50 $3,946.50
23 Sod SY 1,311 $3.25 $4,260.75
24 Striping LS 0 $2,500.00 $0.00
Estimated Construction Cost $283,803.25
5% Contingency $14190.16
Total Estimated Street Reconstruction $297,993.41
CITY COST FOR STORM SEWER
ITEM UNIT
NO. DESCRIPTION UNIT UAN. PRICE AMOUNT
I Silt Fence LF 350 $3.50 $1,225.00
2 Catch Basin Type 40 I Each 4 $1,100.00 $4,400.00
3 Catch Basin Manhole Type 405, 48" Diameter Each 3 $1,500.00 $4,500.00
4 Catch Basin Manhole Type 405, 60" Diameter Each I $2,500.00 $2,500.00
5 15" RCP Class 5 LF 160 $22.00 3,520.00
e 6 18" RCP Class 5 LF 0 $27.00 $0.00
7 24" RCP Class 5 LF 0 $42.00 $0.00
8 30" RCP Class 5 LF 0 $55.00 $0.00
9 36" RCP Class 5 LF 0 $65.00 $0.00
10 15" RCP Apron and Trash Quard Each 7 $1,000.00 $7,000.00
Preliminary Cost Estimate - Stenquist Addition
Exhibit 9
e
e
e
DRAFT
11
12
13
14
15
18" RCP Apron and Trash Quard
24" RCP Apron and Trash Guard
30" RCP Apron and Trash Guard
36" RCP Apron and Trash Guard
Rip Rap Class 1Il
Each
Each
Each
Each
CY
o $1,200.00
o $1,750.00
o $2,000.00
o 2,500.00
45 $75.00
Estimated Construction Cost
5% Continf!encv
Total Estimated Storm Sewer Cost
SUMMARY OF PROJECT COSTS FOR STENQUIST ADDITION
Concrete Curb and Gutter (Assessable Costs)
Estimated Construction Cost
Indirect Costs
$30,149.70
$3,871.89
$34,021.59
Streets (City Cost)
Estimated Construction Cost
Indirect Costs
$297,993.41
$38,268.99
$336,262.40
Storm Sewer (City Cost)
Estimated Construction Cost
Indirect Costs
$27,846.00
$3,576.05
$31,422.05
TOTAL ESTIMATED PROJECT COST
$401,706.04
SUMMARY OF CITY COSTS FOR STENOUIST ADDITION
Reconditioned Streets and Storm Sewer
Estimated Construction & Indirect Costs $367,684.45
SUMMARY OF ASSESSABLE COSTS FOR STENOUIST ADDITION
Concrete Curb & Gutter
Estimated Construction & Indirect Costs $34,021.59
ESTIMA TED ASSESSMENT FOR STENOUIST ADDITION
$34,021.59/ 12 Units=
$2,835.13 / Unit
$0.00
$0.00
$0.00
$0.00
$3,375.00
Preliminary Cost Estimate - Stenquist Addition
Exhibit 9
e
e
DRAFT
2006 Overlay Project (C.P. 06-02)
Feasibility Cost Estimate - Lunds Evergreen Estates (2nd - 5th Additions)**
"(Excluding 168th Lane NW)
CONCRETE CURB & GUTTER (ASSESSABLE COSTS)
ITEM
NO.
I
2
3
4
DESCRIPTION
B618 Concrete Cur & Gutter
Surmountable Concrete Curb & Gutter
Common Excavation (EV)
Remove/Salvage/Install Mailbox
UNIT
LF
LF
CY
Each
AMOUNT
0.00
$87,516.00
9,153.00
$935.00
Estimated Construction Cost
5% Contingency
Total Estimated Concrete Curb & Gutter Construction Cost
$97,604.0
$4,880.20
$102,484.20
CITY COST FOR STREET RECONDITIONING
ITEM UNIT
NO. DESCRIPTION UNIT OUAN. PRICE AMOUNT
I MobilizatIOn LS 0.60 $10,000.00 $6,000.00
2 Traffic Control LS 0.60 $2,000.00 $1,200.00
3 Remove/Dispose Concrete Driveway (6" Thick) SF 1,620 $1.00 $1,620.00
4 Remove/Dispose Bituminous Driveway SY 1,530 $3.00 $4,590.00
5 Remove/Salvage/Install Mailbox Each 51 $85.00 $4,335.00
6 Remove/Dispose Catch Basin Each 6 $350.00 $2,100.00
7 Remove/Dispose Storm Sewer Pipe LF 150 $8.00 $1,200.00
8 Road Reclaim Existing Bituminous SY 26,667 $0.70 $18,666.90
9 Fine Grade & Reshape Subgrade STA. 100 $100.00 $10,000.00
10 Subgrade Correction Excavation (EV) CY 110 $7.50 $825.00
II Select Granular Borrow (LV) CY 154 $8.00 $1,232.00
12 Construct Concrete Flume Each 0 $350.00 $0.00
\3 Concrete Driveways (6" Thick) SF 1,620 $4.00 $6,480.00
14 Surmountable Concrete Curb & Gutter LF 0 $8.50 $0.00
15 Aggregate Base Class 5 TN 980 $10.00 $9,800.00
16 Aggregate Base Class 5 for Shoulder TN 440 $12.00 $5,280.00
17 Bituminous Non-Wear Course (MnDOT 2350 LV 3) TN 2,500 $38.00 $95,000.00
18 Bituminous Wear Course (MnDOT 2350 LV 4) TN 2,650 $42.00 $111,300.00
19 Bituminous Tack Coat Gal 1,350 $1.25 $1,687.50
20 Pulverized Topsoil Borrow (LV) CY 741 $12.00 $8,892.00
21 Hydroseed with mulch and fertilizer SY 3,556 $0.40 $1,422.40
22 Erosion Control Blanket SY 3,556 $1.50 $5,334.00
23 Sod SY 4,576 $3.25 $14,872.00
24 Striping LS 0 $2,500.00 $0.00
Estimated Construction Cost $311,836.80
5% Contingency $15,591.84
Total Estimated Street Reconstruction $327,428.64
e
CITY COST FOR STORM SEWER
ITEM
NO.
I
2
3
4
5
6
7
8
9
10
UNIT
LF
Each
Each
Each
LF
LF
LF
LF
LF
Each
QUAN.
750
3
10
o
150
650
\30
o
o
3
AMOUNT
2,625.00
$3,300.00
$15,000.00
0.00
$3,300.00
$17,550.00
5,460.00
$0.00
$0.00
$3,000.00
DESCRIPTION
SI t Fence
Catch Basin Type 40 I
Catch Basin Manhole Type 405, 48" Diameter
Catch Basin Manhole Type 405, 60" Diameter
15" RCP Class 5
18" RCP Class 5
24" RCP Class 5
30" RCP Class 5
36" RCP Class 5
15" RCP Apron and Trash Quard
Preliminary Cost Estimate - Lunds Evergreen Estates 2nd - 5th Additions
Exhibit 10
e
e
e
DRAFT
II
12
13
14
15
18" RCP Apron and Trash Quard
24" RCP Apron and Trash Guard
30" RCP Apron and Trash Guard
36" RCP Apron and Trash Guard
Rip Rap Class III
Each
Each
Each
Each
CY
2 $1,200.00
I 1,750.00
o $2,000.00
o $2,500.00
35 75.00
Estimated Construction Cost
5% Contingency
Total Estimated Storm St!Wer Cost
$2,400.00
$1,750.00
$0.00
$0.00
$2,625.00
$57,010.00
$2,850.50
$59,860.50
SUMMARY OF PROJECT COSTS FOR LUNDS EVERGREEN ESTATES 2nd - 5th ADD.
Concrete Curb and Gutter (Assessable Costs)
Estimated Construction Cost
Indirect Costs
$102,484.20
$13,161.25
$115,645.45
Streets (City Cost)
Estimated Construction Cost
Indirect Costs
$327,428.64
$42,049.13
$369,477.77
Storm Sewer (City Cost)
Estimated Construction Cost
Indirect Costs
$59,860.50
$7,687.42
$67,547.92
TOTAL ESTIMATED PROJECT COST
$552,671.14
SUMMARY OF CITY COSTS FOR LUNDS EVERGREEN ESTA TES 2nd-5th ADD.
Reconditioned Streets and Storm Sewer
Estimated Construction & Indirect Costs $437,025.69 (Not including 168th Lane NW)
SUMMARY OF ASSESSABLE COSTS FOR LUNDS EVERGREEN ESTA TES 2nd-5th ADD.
Concrete Curb & Gutter
Estimated Construction & Indirect Costs $115,645.45 (Not including 168th Lane NW)
ESTIMATED ASSESSMENT FOR LUNDS EVERGREEN ESTA TES 2nd-5th ADD.
(This includes costs along 168th Lane NW)
$175,099.71 /37.5 Units= $4,669.33 / Unit
Preliminary Cost Estimate - Lunds Evergreen Estates 2nd - 5th Additions
Exhibit 10
e
DRAFT
2006 Overlay Project (C.P. 06-09)
Feasibility Cost Estimate - 168th Lane NW (Verdin Street to Crocus Street)
CONCRETE CURB & GUTTER (ASSESSABLE COSTS)
ITEM
NO.
I
2
3
4
UAN.
5,236
o
517
12
UNIT
LF
LF
CY
Each
DESCRIPTION
B618 Concrete Cur & Gutter
Sunnountable Concrete Curb & Gutter
Common Excavation (EV)
Remove/Salvage/Install Mailbox
Estimated Construction Cost
5% Contingency
Total Estimated Concrete Curb & Gutter Construction Cost
$50,179.0
$2,508.95
$52,687.95
CITY COST FOR STREET RECONDITIONING
e
ITEM UNIT
NO. DESCRIPTION UNIT OUAN. PRICE AMOUNT
I MobilizatIOn LS 0.10 $10,000.00 "TI,OOO.OO
2 Traffic Control LS 0.10 $2,000.00 $200.00
3 Remove/Dispose Concrete Driveway (6" Thick) SF 875 $1.00 $875.00
4 Remove/Dispose Bituminous Driveway SY 150 $3.00 $450.00
5 Remove/Salvage/Install Mailbox Each 0 $85.00 $0.00
6 Remove/Dispose Catch Basin Each 1 $350.00 $350.00
7 Remove/Dispose Stonn Sewer Pipe LF 310 $8.00 $2,480.00
8 Road Reclaim Existing Bituminous SY 7,800 $0.70 $5,460.00
9 Fine Grade & Reshape Subgrade STA. 27 $100.00 $2,700.00
10 Subgrade Correction Excavation (EV) CY 900 $7.50 $6,750.00
II Select Granular Borrow (LV) CY 1,260 $8.00 $10,080.00
12 Construct Concrete Flume Each 2 $350.00 $700.00
13 Concrete Driveways (6" Thick) SF 1,100 $4.00 $4,400.00
14 Sunnountable Concrete Curb & Gutter LF 0 $8.50 $0.00
15 Aggregate Base Class 5 TN 335 $10.00 $3,350.00
16 Aggregate Base Class 5 for Shoulder TN 10 $12.00 $120.00
17 Bituminous Non-Wear Course (MnDOT 2350 LV 3) TN 1,100 $38.00 $41,800.00
18 Bituminous Wear Course (MnDOT 2350 LV 4) TN 1,125 $42.00 $47,250.00
19 Bituminous Tack Coat Gal 440 $1.25 1350.00
20 Pulverized Topsoil Borrow (LV) CY 200 $12.00 $2,400.00
21 Hydroseed with mulch and fertilizer SY 0 $0.40 $0.00
22 Erosion Control Blanket SY 480 $1.50 $720.00
23 Sod SY 2,327 $3.25 $7,562.75
24 Striping LS 1 $2,500.00 $2,500.00
Estimated Construction Cost $141,697.75
5% Contingency $7,084.89
Total Estimated Street Reconstruction $148.782.64
e
CITY COST FOR STORM SEWER
ITEM
NO.
I
2
3
4
5
6
7
8
9
10
QUAN.
1,000
5
II
4
250
1,200
120
70
20
2
UNIT
LF
Each
Each
Each
LF
LF
LF
LF
LF
Each
DESCRIPTION
SI t Fence
Catch Basin Type 401
Catch Basin Manhole Type 405, 48" Diameter
Catch Basin Manhole Type 405, 60" Diameter
15" RCP Class 5
18" RCP Class 5
24" RCP Class 5
30" RCP Class 5
36" RCP Class 5
15" RCP Apron and Trash Quard
Preliminary Cost Estimate - 168th Lane NW
Exhibit 11
e
e
e
11
12
13
14
15
18" RCP Apron and Trash Quard
24" RCP Apron and Trash Guard
30" RCP Apron and Trash Guard
36" RCP Apron and Trash Guard
Rip Rap Class III
Each
Each
Each
Each
CY
2 $1,200.00
2 $1,750.00
2 $2,000.00
1 $2,500.00
65 $75.00
Estimated Construction Cost
5% Contingency
Total Estimated Storm Sewer Cost
SUMMARY OF PROJECT COSTS FOR 168th LANE NW
Concrete Curb and Gutter (Assessable Costs)
Estimated Construction Cost
Indirect Costs
$52,687.95
$6,766.31
$59,454.26
Streets (City Cost)
Estimated Construction Cost
Indirect Costs
$148,782.64
$19,107.00
$167,889.64
Storm Sewer (City Cost)
Estimated Construction Cost
Indirect Costs
$108,008.25
$13,870.66
$121,878.91
TOTAL ESTIMATED PROJECT COST $349,222.81
SUMMARY OF CITY COSTS FOR 168th LANE NW
Reconditioned Streets and Storm Sewer
Estimated Construction & Indirect Costs $289,768.55
SUMMARY OF ASSESSABLE COSTS FOR 168th LANE NW
Concrete Curb & Gutter, Common Exc.
Estimated Construction & Indirect Costs $59,454.26
DRAFT
2,400.00
$3,500.00
$4,000.00
2,500.00
4,875.00
$102,865.00
$5,143.25
$108.008.25
Preliminary Cost Estimate - 168th Lane NW
Exhibit 11
2006 Overlay Project (C.P. 06-02 & 06-09)
_easibility Cost Estimate - Total Project Costs
CONCRETE CURB & GUTTER (ASSESSABLE COSTS)
ITEM NO.
1
2
3
4
DESCRIPTION
B618 Concrete Cur & Gutter
Surmountable Concrete Curb & Gutter
Common Excavation (EV)
Remove/Salvage/Install Mailbox
UAN.
5236
13246
1825
35
UNIT
LF
LF
CY
Each
DR AFT
Estimated Construction Cost
5% Contingency
Total Estimated Concrete Curb & Gutter Construction Cost
$176,497.00
$8,824.85
$185,321.85
CITY COST FOR STREET RECONDITIONING
ITEM NO. UNIT
DESCRIPTION UNIT OUAN. PRICE AMOUNT
1 Moblllzal1on LS 1 $10,000.00 ~O,OOO.OO
2 Traffic Control LS 1 $2,000.00 $2,000.00
3 Remove/Dispose Concrete Driveway (6" Thick) SY 4475 $1.00 $4,475.00
4 Remove/Dispose Bituminous Driveway SY 2980 $3.00 $8,940.00
5 Remove/Salvage/Install Mailbox Each 99 $85.00 $8,415.00
6 Remove/Dispose Catch Basin Each 9 $350.00 $3,150.00
7 Remove/Dispose Storm Sewer Pipe LF 560 $8.00 $4,480.00
8 Road Reclaim Existing Bituminous SY 54200 -$0.70 $37,940.00
9 Fine Grade & Reshape Subgrade STA. 201 $100.00 $20,100.00
10 Subgrade Correction Excavation (EV) CY 2220 $7.50 $16,650.00
11 Select Granular Borrow (LV) CY 1708 $8.00 $13,664.00
12 Construct Concrete Flume Each 6 $350.00 $2,100.00
13 Concrete Driveways (6" Thick) SF 4700 $4.00 $18,800.00
14 Surmountable Concrete Curb & Gutter SF 305 $8.50 $2,592.50
15 Aggregate Base Class 5 TN 1945 $10.00 $19,450.00
16 Aggregate Base Class 5 for Shoulder TN 1035 $12.00 $12,420.00
17 Bituminous Non- Wear Course (MnDOT 2350 LV 3) TN 5950 $38.00 $226,100.00
18 Bituminous Wear Course (MnDOT 2350 LV 4) TN 6255 $42.00 $262,710.00
19 Bituminous Tack Coat Gal 3050 -$1.25 -$3,812.50
20 Pulverized Topsoil Borrow (LV) CY 1489 $12.00 $17,868.00
21 Hydroseed with mulch and fertilizer SY 6187 $0.40 $2,474.80
22 Erosion Control Blanket SY 6667 $1.50 $ 10,000.50
23 Sod SY 8214 $3.25 $26,695.50
24 Striping LS I $2,500.00 $2,500.00
Estimated Construction Cost $737,337.80
5% Contingency $36,866.89
Total Estimated Street Reconstruction Cost $774,204.69
CITY COST FOR STORM SEWER
ITEM NO.
DESCRIPTION
UNIT
LF
Each
Each
Each
LF
LF
LF
QUAN.
2,100
12
24
5
560
1,850
250
1
2
3
4
5
6
7
SI t Fence
Catch Basin Type 40 I
Catch Basin Manhole Type 405, 48" Diameter
Catch Basin Manhole Type 405, 60" Diameter
15" RCP Class 5
18" RCP Class 5
24" RCP Class 5
Preliminary Cost Estimate - Total Project
Exhibit 12
-
e
DRAFT
8
9
10
11
12
13
14
15
30" RCP Class 5
36" RCP Class 5
15" RCP Apron and Trash Quard
18" RCP Apron and Trash Quard
24" RCP Apron and Trash Guard
30" RCP Apron and Trash Guard
36" RCP Apron and Trash Guard
Rip Rap Class 111
70
20
12
4
3
2
1
145
$3,850.00
$1,300.00
$12,000.00
$4,800.00
$5,250.00
4,000.00
$2,500.00
$10,875.00
LF
LF
Each
Each
Each
Each
Each
CY
Estimated Construction Cost
5% Contingency
Total Estimated Storm Sewer Cost
$186,395.00
$9,319.75
$195,714.75
SUMMARY OF TOTAL PROJECT COSTS
Concrete Curb and Gutter (Assessable) Lunds Stenquist Total
Estimated Construction Cost $155,172.15 $30,149.70 $185,321.85
Indirect Costs $19,927.56 $3,871.89 $23,799.45
Totals $175,099.71 $34,021.59 $209,121.30
Streets Lunds Stenquist Total
Estimated Construction Cost $476,211.28 $297,993.41 $774,204.69
Indirect Costs $61,156.13 $38,268.99 $99,425.12
Totals $537,367.41 $336,262.40 $873,629.81
Storm Sewer Lunds Stenquist Total
Estimated Construction Cost $167,868.75 $27,846.00 $195,714.75
Indirect Costs $21,558.08 $3,576.05 $25,134.13
Totals $189,426.83 $31,422.05 $220,848.88
ITOTAL ESTIMATED PROJECT COST $901,893.95 I $401,706.04 I $1,303,599.991
SUMMARY OF CITY COSTS FOR TOTAL PROJECT
Reconditioned Streets and Storm Sewer
Estimated Construction & Indirect Costs
Lunds
$726,794.24
Stenquist Total
$367,684.45 $1,094,478.69
SUMMARY OF ASSESSABLE COSTS FOR TOTAL PROJECT
Concrete Curb & Gutter
Estimated Construction & Indirect Costs
Assessable Units
Estimated Assessment I Unit =
Lunds
$175,099.71
37.5
$4,669.33
Stenquist
$34,021.59
12
$2,835.13
Total
$209,121.30
Preliminary Cost Estimate - Total Project
Exhibit 12
DRAFT
- PRELIMINARY ANDOVER ASSESSMENT WORKSHEET
Project Name: 2006 OVERLAYS Project No. : 06-02 & 06-09
Feasibility Report Date: Amount: $ 1,155,241.29
Contract Award Date: Amount: $
Final Construction Cost Amount: $ 1,155,241.29
Estimated Expenses
Engineering (Includes Inspection) (8%): $ 92,419.30
Consulting Costs $
Aerial Mapping (1 % of street) $
Drainage Plan (0.3% of street/storm) $ 2,909.76
Administration (3%) $ 34,657.24
Assessing (1%) $ 11,552.41
Bonding (0.5%) $
Recording Fees / Legal & Easement $
Advertising $ 500.00
Permit and Review Fees $ 1,000.00
Street Signs (Materials and Labor) $
Material Testing $ 1,500.00
Construction Interest $
City Costs $ 3,820.00
Total Estimated Expenses $ 148,358.71
e Expenses Multiplier 12.8422271%
Total Estimated Project Cost Amount: $ 1,303,600.00
Lunds EverQreen Estates 2nd - 5th Addition (Includes 168th Lane NWI
Estimated Assessable Construction Costs $155,172.15
Indirect Expenses $ 19927.56
Total Estimated Assessable Costs $ 175,099.71
Feasibility Assessment Rate Per Unit $ 175,099.71 /37.5 Units= $ 4,669.33
StenQuist Addition
Estimated Assessable Construction Costs $30,149.70
Indirect Expenses $ 3.871.89
Total Estimated Assessable Costs $ 34,021.59
Feasibility Assessment Rate Per Unit $ 34,021.59 /12 Units= $ 2,835.13
e
Preliminary Assessment Worksheet
Exhibit 13
e
COMMENT SHEET
2006 Overlays (C.P. 06-2 & 06-9)
Lund's Evergreen Estates 2nd - 5th Additions
Tuesday, December 20, 2005 I 5:00 p,m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
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H:IEngineeringlCity ProjectslOpen City Projectsl06-2 2006 OverlayslWord DocumentslCorrespondancelResidentslCOMMENT SHEET
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COMMENT SHEET
2006 Overlays (C,P. 06-2 & 06-9)
Lund's Evergreen Estates 2nd - 5th Additions
Tuesday, December 20, 2005 I 5:00 p.m.-6:30 p.m,
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
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COMMENT SHEET
2006 Overlays (C.P. 06-2 & 06-9)
Lund's Evergreen Estates 2nd - 5th Additions
Tuesday, December 20, 2005 I 5:00 p,m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
Name: '-~ ML T ,0 (I Par) 1-
Address: Zb 7Cf -It:. 7 i-+, ~ ,,1/ W/1//JaJJ7~/ ,M1/O::;S-3c}j
Phone: 7h~-~ 13-15U\ E-Mail: mClr1Cfb()b 2inJ-{cJvs{;m,'!vn-ef
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H:IEngineeringlCity ProjectslOpen City Projectsl06-2 2006 OverlayslWord DocumentslCorrespondancelResidentslCOMMENT SHEET
lunds.doc
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COMMENT SHEET
2006 Overlays (C,P, 06.2 & 06-9)
Lund's Evergreen Estates 2nd - 5th Additions
Tuesday, December 20, 2005 I 5:00 p.m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
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COMMENT SHEET
2006 Overlays (C.P. 06-2 & 06-9).
Lund's Evergreen Estates 2nd - 5th Additions
Tuesday, December 20, 2005 I 5:00 p.m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
.
Phone:
..:i"'fl/t'.i d- kff Hrr:5orl
16C:;L:)d ~r/ /17 ,5( AltJ.
E-Mail: _:;i(P,~r5cJn / fiJ ~ J11't
Name:
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H:IEngineeringlCity ProjectslOpen City Projectsl06-2 2006 OverlayslWord DocumentslCorrespondancelResidentslCOMMENT SHEET
lunds.doc
e Dave Berkowitz
From: olson2942@comcast.net
Sent: Monday, January 16, 20069:21 PM
To: Mike Gamache
Cc: Don Jacobson; Mike Knight; Ken Orttel; Julie Trude; Dave Berkowitz
Subject: Concrete Curb & Gutter Policy
e
e
Dear Mayor Gamache;
I recently attended an informational meeting regarding a street reconstruction
project in the Lunds Evergreen Estates 2nd -5th Addns. Part of this area has
bituminous curbs and part has no curbs with ditches.
The portion with bituminous curbs is being proposed to be reconstructed with
concrete curbs in accordence with the City Curb & Gutter Policy dated Nov I,
2005. This cost will be assessed to the affected property owner for reasons
that escape me but that is an issue for another time.
After reviewing the Curb & Gutter Policy, I feel that there are several areas
that need to be examined.
First, the (7) "benefits" justifying concrete over bituminous are vague and
difficult to quantify.
Second, the cost for concrete curbs in the rural area is projected to be
between $ 4500.00 & $ 5000.00 by your engineering department. This
is not acceptable to most, ifnot all, of the affected residents.
Based on the above and the strong feelings of the affected residents,
the policy, and its application in the rural area, should be discussed at a public
hearing.
We have public hearings on Rural Reserves, Comp Plans and other important
issues. This is important enough to the northern residents to be heard.
Bituminous curbs,when properly speced and installed, provide a satisfactory,
longlasting product. The existing curbs in Lunds are a good example in that
they are still in good condition and have required no maintenence since
construction.
Anoka County uses bituminous curbs on County roads. If it's good enough for
County roads, it should be good enough for our residential streets.
Respectfully,
Jim Olson
16658 Wren Ct
753-5215
0Ison2942@comcast.net
1/17/2006
Page 1 ofl
Oc>~2...
e
COMMENT SHEET
2006 Overlays (C.P. 06-02)
Stenquist Addition
Thursday, December 22, 2005 I 5:00 p.m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
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CITY OF
NDOVE
COMMENT SHEET
2006 Overlays (C.P,'06-02)
Stenquist Addition
Thursday, December 22, 2005 I 5:00 p.m.-6:30 p,m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
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COMMENT SHEET
2006 Overlays (C.P. 06-02)
Stenquist Addition
Thursday, December 22, 2005 I 5:00 p.m.-6:30 p.m.
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304 .
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Ale>/ II Ro/sfaL
Address: '4fo'3/- /00Th ~r, NuJ .AncltlY~r MN
Phone: 1/t7!;- 4;J.1-I03~ E-Mail: k(20~51f1D (l.,atJl,cCJrl)
Name:
Comments:
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H:\Engineering\City Projects\Open City Projects\06-2 2006 Overlays\Word Documents\CorrespondancelResidents\COMMENT
SHEETslenquist.doc
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Comment Sheet
We are in disagreement on the proposal of curbs on 160th Lane. Curbs will not be
solving the problem of the standing water on the East end of I 60th Lane. 160th Lane
slopes to get drainage in three areas, water sits in that spot every spring before the frost
goes out of the ground. It is affecting 6 neighbors of which only one is complaining. It
was brought to my attention at the public meeting on December 22, 2005, by the City
Engineers that their reasons for the curbs was to allow better drainage and so the snow
plows do not damage the edge of the streets, and for generally a better appearance. It is
to my best assessment of the situation that a cul-de-sac and curbs at the East end of 160th
will not help the water problem, but more likely, encourage more water to sit in the bowl
of the cul-de-sac as curbs and a cul-de-sac would not change the physical elevation that is
creating the water problem in that area. The concern at hand is to find a reasonable way
to handle the water, which has to go somewhere each spring.
Thanks,
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Neil & Karen Rolstad
4681-160th Lane NW
Andover, MN 55304
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
TO: Public Works Committee Members
CC: Jim Dickinson, City Administrator
FROM: David D. Berkowitz, City Engineer
SUBJECT: 2. Tulip Street NW between 1615t Avenue NW & Valley Drive NW/Project 05-11
DATE: January 24, 2006
INTRODUCTION
The preparation of the feasibility report for Project 05-11, Tulip Street NW between 16 I 51 Avenue
NW and Valley Drive NW is currently being prepared, This item is to review the information that
has been collected to date.
DISCUSSION
The feasibility report for Tulip Street is near completion. Soil borings have been completed, which
reveal the need for a soil correction in a few areas along the roadway. A detail map showing the
corrections will be shown and discussed at the meeting. The curves on this segment of Tulip Street
will be adjusted to improve safety along this route. Storm water drainage issues need to be
identified and discussed with adjacent property owners to provide for proper storm water drainage.
A right-of way plat will also be required through the Dehn property to provide for the needed ROW
to build the road.
The following is a preliminary schedule for the process if this project is to move forward:
1. Meeting with representatives of the neighborhood (January 30,2006).
2. Review preliminary feasibility information with the City Council (January 31, 2006 City
Council Workshop).
3. Second neighborhood information meeting to review the feasibility report information (Mid
February).
4. Present feasibility report to the City Council (February 21,2006 City Council Meeting)
5. Public Hearing, Order Plans and Specification (April 4, 2006).
6. Approve Plans and Specification, Order Advertisement for Bids (June 2006).
7. Award Bid, Project start (July/August 2006).
8. Project substantially complete (OctoberlNovember 2006).
9. Assessment Process (October 2006).
10. Final Completion (June 2007).
Attached are the resident comments that have been received to date.
ACTION REOUIRED
No action is required at this time. This item is for information and discussion.
Respectfully submitted,
CCLao. ~
David D. Berk;wit;' ~ ./
Attachments: Resident Comments
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COMMENT SHEET CITY OF i')/'i~0:I:i. i
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TULIP STREET NW RECONSTRUCTION PROJECT .; '.-'-.'
CITY PROJECT NO. 05-11
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
Monday, December 12, 2005
5:00 p.m.-6:30 p,m.
Name:
C c;:...vtJ /-c :;)~c/:clJcJ I<C/
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Address: /bIV'I ~/.'f) ..sf A/iJ
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CITY OF
NDOVE
COMMENT SHEET
TULIP STREET NW RECONSTI!..~.l.x<i!",.;-.pROJECT
CITY PROJECT N,~3P'
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
Monday, December 12, 2005
5:00 p.m.-6:30 p.m.
Name: .
.J~ \/,~,..~
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Address: ~'L I(.g't!. LA,...'" ,.I.v-!
Phone: L,11.-c:rI"-/cU'~
E-Mail: jet..7Pf9+..Jo.J....~...f~ . u.....
Comments:
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COMMENT SHEET
TULIP STREET NW RECONSTRUCTION PROJECT
CITY PROJECT NC)1Jlliir
INFORMATIONAL MEETING
ANDOVER CITY HALL
1685 CROSSTOWN BOULEVARD NW
ANDOVER, MN 55304
Name:
AJ
,
Monday, December 12,2005
5:00 p,m.-6:30 p.m.
~~f'7{ .
Address:
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Phone: G/.)~tz'c$~/S?8 C'fl(
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E-Mail: fi1;::V{~~-I"- @c;.rl.f.r.e-/~.[)~. to VIA. .
Comments:
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
TO:
Public Works Committee Members
CC:
Jim Dickinson, City Administrator
David D. Berkowitz, City Engineer
FROM:
Frank Stone, Public Works Superintendent
SUBJECT:
3. Public Works Expansion Phase IIIProject 04-55
DATE:
January 24, 2006
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INTRODUCTION
A meeting with the Public Works Committee is requested to discuss the future expansion of the Public
Works facility and the surrounding area, which will take the department towards the total build out of the
City of Andover.
Today, the existing Public Works building is full. With the continuing growth of the City, the Public
Works Division also needs to grow in order to maintain the level of services now being provided and to
maintain the fleet of equipment used to do the maintenance.
DISCUSSION
Items of discussion will include, but not limited to, the expansion of the Public Works building, purchase
of additional property, relocation of the Recycling Center, new driveway into the expansion area, salt
storage, dumping station for Public Works use only, additional ball fields and the possible future
expansion of the ice arena. These items will also be shown in phases of importance along with potential
costs.
Public Works staff, along with Engineering and Planning department staff has put together a concept
drawing of how the Public Works property should be developed. Considerable thought has gone into this
area. Many ideas have been discussed as to how and where major buildings should be placed to get the
most out of the property space. One major area was to look at screening for the Community Center and
surrounding residential areas. Another was access to and from Crosstown Boulevard for City vehicles.
With the potential reconstruction of Crosstown Boulevard and the elimination of driveways or right turns
only, a new and safe driveway will need to be created to gain access.
BUDGET IMPACT
To be detennined
e ACTION REOUlRED
~e~tfull? s~itted,
7fCt(ay~r
Frank Stone
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
TO: Public Works Committee Members
CC: Jim Dickinson, City Administrator
David D. Berkowitz, City EngineerVt>3
FROM: Todd J. Haas, Asst. City Engineer
SUBJECT: 4. Kensington Estates 7th Addition Trail
DATE: January 24,2006
INTRODUCTION
This item is in regard to considering the construction of a trail in the northeast portion of the
Kensington Estates 7th Addition development.
DISCUSSION
Attached is a map of the area and the location of where the trail could be located in relation to the
development. Constructing a trail as part of Kensington Estates 7th Addition does have a couple
of benefits to the City and residents. One of the benefits to the residents is that the trail would
provide a more direct route from the neighborhood to the existing trail along Crosstown
Boulevard NW. Otherwise without the trail, a more indirect route to the west through the
existing neighborhood will result in taking longer for residents and school age kids to get to
school or to the other uses around City Hall.
As far as the benefits to the City, constructing the trail through the proposed lot will allow
anyone interested in the lot to be aware of the trail and to construct the house in such a way that
the location or the direction would be conducive to the style ofliving in that environment.
BUDGET IMP ACT
Currently the construction of the trail is not identified in the trail section of the 2006 CIP. The
only trail improvements identified for 2006 is the section along the east side of Crosstown
Boulevard NW from 139th Avenue NW to 14151 Lane NW. If the Public Works Committee is
interested in having the trail constructed, it is recommended by staff that the portion of the trail
within the Kensington estates 7th Addition be paid for by the developer and the remaining portion
of the trail through the park would be funded by either the Trail Fund or Park Dedication Fund.
Attached is the current trail projected fund balance sheet as of January 19, 2006 for your review.
Staff will discuss this sheet at the meeting.
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Public Works Committee
January 24, 2006
Page 2 of2
ACTION REQUIRED
The Public Works Committee is requested to consider if a trail should be constructed as part of
this development and give direction to the City Council.
Respectfully submitted,
~4--
Todd J. Haas
cc: Location Map(& Trail Fund Balance Sheet'"
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SECTION: 27
RANGE: 24
Map Date: Oct 17,2005
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