HomeMy WebLinkAbout15.C.1. 2003 Reconstruction Project No. 2003-3-Res. No. 5873
ls.C.l.
CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: 2003 Reconstruction, Project No. 2003-3
DATE: April I, 2003
INTRODUCTION:
Attached is Resolution No. 5873, a resolution receiving a report and calling a hearing on
the 2003 Reconstruction, Project No. 2003-3.
BACKGROUND:
On November 6, 2002, the City Council ordered the preparation of a feasibility report for
the 2003 Reconstruction Project. This report has been completed and is attached for
Council review. This proposed project includes the following streets:
. Fourth Avenue, from Naumkeag Street to CSAH 17
. Fourth Avenue, from CSAH 17 to Shenandoah Drive
. Viking Steel Road, from 4th Avenue to c.R. 101
. Cavanaugh Drive, from Viking Steel Road to west terminus at the Union
Pacific Railroad Crossing
The purpose of the feasibility report is to evaluate the existing infrastructure (streets,
utilities, drainage) and make recommendations for any improvements that are needed.
The feasibility report also addresses the estimated costs for the improvements and the
proposed assessments that result from the project being constructed.
The attached resolution sets a date for the public hearing for this project for May 6,2003.
The approval of Resolution No. 5873 does not order the project nor does it commit the
Council to constructing any improvements. The intent of this resolution is to accept the
feasibility report and set the public hearing date. The public hearing will allow the
property owners adjacent to the project area and the general public the opportunity to
address the City Council on this project.
Staff has prepared a brief presentation for the April I st Council meeting, which will
provide overview of the project, feasibility report and main issues. Staff will make a full
presentation at the April 15, 2003 meeting on the feasibility report to the public and the
City Council at the public hearing.
With this feasibility report the main issues are as follows:
. Costs of the project to the City
. Right-of-way acquisition for 4th Avenue and Viking Steel Road
improvements
. Railroad crossing costs to the City
. Locations of sidewalks and trails in the project area
. Timing of the improvements to meet Shakopee Public Utilities schedule
for their new building construction
. Undergrounding of existing overhead power lines
I Issue #1 - Cost of the Project to the City I
With this project, the City has costs associated with 75% of street reconstruction on 4th
Avenue and Cavanaugh Drive, bituminous trails along 4th Avenue and Viking Steel road,
oversizing of 4th Avenue to a three lane roadway, railroad crossing and signal for Viking
Steel Road, storm drainage improvements and sanitary sewer replacement. The
reconstruction costs are usually paid by the City's tax levy through bonding and paid
back over a ten-year period. The State has introduced legislation to limit Cities on
bonding for projects. This bill has not passed as of this date. Another option for the City
may be to use advanced State Aid Funds or eIF Funds, since 4th Avenue is on the State
Aid System.
Railroad crossings improvements, bituminous trails and oversizing of 4th Avenue could
also use advance State Aid Funds, or possibly Capital Improvement Funds, as these
would be new facilities and are State Aid eligible items. It should be noted that the City
has drawn down its State Aid account with the C.R. 83/16 project these past two years
and placed excess monies into the CIF Fund. Sanitary sewer replacement and storm
drainage improvements can be funded through the City's Enterprise Funds for those
utilities.
A breakdown of City costs is as follows from the report:
Tax Levy (Reconstruction) $650,141.25
CIF/State Aid (railroad crossing & signal, $588,449.75
trails, street oversizing)
Sanitary Sewer Replacement $ 37,941.09
Storm Drainage $127,181.25
In the CIP for all four segments of this project, staff has estimated a project cost of
$2,150,000 with the City cost from various funding sources of$I,325,000. The City cost
breakdown was estimated as follows:
Tax Levy $675,000.00
Storm Drainage $ 50,000.00
State Aid $600,000.00
I Issue #2 - Right-of-Way Acquisition (ROW) I
In order to construct this project, as proposed, additional right-of-way is needed for 4th
Avenue, Viking Steel Road and for sanitary sewer and watermain extensions. The right-
of-way acquisition process may prevent this project from being constructed this year and
could push this into 2004.
I Issue #3 - Railroad Crossing Costs to the City I
The City has a 24.5 foot wide roadway agreement with the property owned by Kelley
Fuels. The railroad crossing will need to be upgraded for a public street crossing and
possibly signals added if determined by the railroad. Viking Steel Road is shown on the
City's Transportation System to be a minor collector and the City has typically paid for
the crossing upgrade and signals in past projects. Viking Steel Road is on the City's
State Aid System and State Aid Funds could be used to pay for these items.
I Issue #4 - Locations of Sidewalks and Trails in the Project Area I
Both 4th Avenue and Viking Steel Road are shown to be City collectors on the
Transportation Plan. The City's policy, in the past, has been to install a concrete
sidewalk on one side and a bituminous trail on the other side.
4th Avenue does connect multi-residential property to commercial and a sidewalk and a
trail is warranted on this street which could have traffic approaching 6,000 to 8,000
vehicles per day for the year 2020.
On Viking Steel Road, the traffic volume is much less with an estimated volume of 2,800
vehicles per day and is adjacent to industrial property. It is proposed to have a sidewalk
and a trail. However, some of the property owners may object to having both through an
industrial area.
Another issue with sidewalks is whether to assess the sidewalk on 4th Avenue and Viking
Steel Road or should this be a City cost. Normally, a sidewalk is required for commercial
and multi-residential property and would be a requirement of a plat. The property along
4th Avenue is commercial, multi-residential, and industrial with developed and
undeveloped parcels. If this area was totally developed, staff would recommend this
sidewalk be a City cost.
I Issue #5 - Timing of Improvements I
Shakopee Public Utilities Commission (SPUC) is proceeding with the building of a new
service center on Viking Steel Road. Their projected date of occupancy is July/August
2004. Due to the number of design issues and right-of-way acquisition, it may be
difficult to construct any improvements in 2003 except for utilities. The street work
would probably start in 2004 and could be completed by August, 2004, if the project
moves forward and the street work starts in early May, 2004.
I Issue #6 - Undergrounding of Existing Overhead Power Lines I
Existing overhead power lines exists on 4th Avenue, Viking Steel Road and Cavanaugh
Drive. From the report, it appears that the overhead line on 4th Avenue and possibly on
Viking Steel Road may need to be relocated. The City's Right-of-Way Management
Ordinance does allow the City the option to require undergrounding of a utility line if
relocation is more than 300 feet. The Council in the past has dealt with this issue on
Valley View Road and C.R. 83/16.
Staff has had meetings with several property owners, Union Pacific Railroad, SPUC's
staff and others to assemble the information for the report. The issues outlined in this
memo is from staffs perspective after receiving input from various stakeholders in the
proj ect area.
ALTERNATIVES:
1. Adopt Resolution No. 5873. This action will receive the feasibility report and set
the date for the public hearing for Aprill5, 2003.
2. Deny Resolution No. 5873. This action will halt the project until such time that
City Council reconsiders the resolution.
3. Move to receive the feasibility report but do not set a date for the public hearing at
this time. This action will place the project on hold until such time as the City
Council sets a date for the public hearing.
4. Table Resolution No. 5873 to allow time for staff to prepare additional
information and/or revise the feasibility report as directed by the City Council.
RECOMMENDATION:
1. If the City Council wishes to pursue all or a portion of this project for the 2003
construction season, staff recommends Alternative No.1, to adopt Resolution No.
5873.
2. If the City Council does not wish to pursue this project then the appropriate action
would be to move the approval of Resolution No. 5873, and vote against the
motion.
3. If City Council provides additional direction and modifications to the report, then
Alternative No. 3 may be appropriate to table this action and have staff modify
the report.
ACTION REQUESTED:
Offer Resolution No. 5873, A Resolution Receiving a Report and Calling a Hearing on
Improvement for the 2003 ReconstructiO~nb'd move its adoption.
Public Works Director
BUpmp
MEM5873
RESOLUTION NO. 5873
A Resolution Receiving A Report
And Calling A Hearing On An Improvement
2003 Reconstruction
Project No. 2003-3
WHEREAS, pursuant to Resolution No. 5805 of the City Council adopted November 6,
2002, a report has been prepared by the City Engineer, with reference to the improvement of the
2003 Reconstruction Project and this report was received by the Council on April 1, 2003.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF SHAKOPEE, MINNESOTA:
1. The Council will consider the improvement of 4th Avenue, from Naumkeag Street to
Shenandoah Drive; Viking Steel Road, from 4th Avenue to County Road 101; and Cavanaugh
Drive, from Viking Steel Road to Union Pacific Railroad Crossing by installation of sanitary sewer,
watermain, storm sewer, storm water pond, concrete curb & gutter, grading, aggregate base,
bituminous paving, concrete sidewalk, bituminous trail, railroad crossing & warning signals, street
lighting and all appurtenant work in accordance with the report and the assessment of abutting and
benefited property for all or a portion of the cost of the improvements pursuant to Minnesota
Statutes Chapter 429 at an estimated total cost ofthe improvement of $2,837,306.39.
2. A public hearing shall be held on such proposed improvements on the 6th day of May,
2003, at 7:00 P.M. or thereafter, in the Council Chambers of City Hall, at 129 South Holmes Street,
Shakopee, Minnesota, and the Clerk shall give mailed and published notice of such hearing and
improvement as required by law.
3. The work of this project is hereby designated as part of the 2003-3 Public Improvement
Program.
Adopted in session of the City Council of the City of Shakopee,
Minnesota, held this day of ,2003.
Mayor of the City of Shako pee
ATTEST:
City Clerk
J~ c I
.. ,
'"
MEMO ON TABLE
CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: 2003 Reconstruction Project No. 2003-3
DATE: April 1, 2003
INTRODUCTION:
This memo is an update on information concerning the 2003 Street Reconstruction
Project No. 2003-3.
BACKGROUND:
Staff has done further review of the feasibility report and has met with Shakopee Public
Utilities Commission (SPUC)'s staff on watermain assessments and possible
reconstruction of watermain. From staff's review and meetings the following items were
discovered to need correction:
1. Watermain assessment frontage for Segment 3 was incorrectly allocated to the
various parcels.
2. SPUC may want to reconstruct existing watermain on 4th Avenue. SPUC pays
100% of any watermain replacement.
3. Sanitary sewer assessments on Segment 3 was incorrectly allocated for the
benefiting parcels.
In addition, staff has reviewed the Sidewalk Assessment Policy for 4th Avenue and
Viking Steel Road in further detail and has the following comments:
. Typically, sidewalks along collector streets are not assessed except for developing
areas.
. Sidewalks were assessed on Gorman Street as this area was commercial and
multi-residential
.
,
. Sidewalks along Sarazin Street and Valley View Road will be assessed to recent
developments, but not to existing residents or undeveloped properties.
From this review, staff has concluded that the correct policy determination is the
sidewalk along 4th Avenue and Viking Steel Road should not be assessed. The reason is
that half of the parcels already have developed and there are no current developments
pending to incorporate the sidewalk costs.
Attached to this memo are assessment rolls showing revised assessments with and
without sidewalk assessments.
Staff also has concluded that due to the complexity of the project and costs, it may be
best to have the City Council provide direction on the report and to table action until the
Apri115th meeting.
ALTERNATIVES:
1. Adopt Resolution No. 5873. This action will receive the feasibility report and set
the date for the public hearing for April 15, 2003.
2. Deny Resolution No. 5873. This action will halt the project until such time that
City Council reconsiders the resolution.
3. Move to receive the feasibility report but do not set a date for the public hearing at
this time. This action will place the project on hold until such time as the City
Council sets a date for the public hearing.
4. Table Resolution No. 5873 to allow time for staff to prepare additional
information and/or revise the feasibility report as directed by the City Council.
RECOMMENDATION:
1. If the City Council wishes to pursue all or a portion of this project for the 2003
construction season, staff recommends Alternative No.1, to adopt Resolution No.
5873.
2. If the City Council does not wish to pursue this project then the appropriate action
would be to move the approval of Resolution No. 5873, and vote against the
motion.
3. If City Council provides additional direction and modifications to the report, then
Alternative No. 3 may be appropriate to table this action and have staff modify
the report.
,
,
ACTION REQUESTED:
If City Council provides additional direction and modifications to the report, then
Alternative No.3 may be appropriate to tabl~tiOn and bave staff modity the report.
Arnee I:o ey
Public Wo
BUpmp
REVISEDMEM5873
.
ASSESSMENT ROLL FOR - 4TH A VENUE - MARSCHALL RD. TO SHENANDOAH DR. REVISED ASSESSMENT ROLL WITH SIDEWALK (4TH AVE)
MARCH, 2003
"Assessable Front Footaae is for Street, Curb & Gutter, Sidwalk and Storm Sewer Assessments .
Assessable Street Curb & Gutter Sidewalk Sanitary Sewer Storm Sewer Watermain Watermain Total
PID# Owner Le~al Descriotion Front Foot" Assessment Assessment Assessment Assessment Assessment Front Foot Assessment Assessment
27-087008-0 E 4th Professional Bldg LOT 4 BLK 2
1407 Vierling Dr E FURRIES 2ND ADDN 190.00 $ 3,808.91 $ 2,404.10 $ 1,864.69 $ - $ 1,173.48 0.00 $ - $ 9,251.18
Ste 120
Shakooee, Mn. 55379
27-906018-0 Shakopee 62 Partnership SECT-06 TWP-115 RNG-022 E 321' OF N 333' OF W 3/4
Heartland Bank OF NW1/4 SE1/4 323.97 $ 6,494.60 $ 4,099.25 $ 3,179.49 $ - $ 2,000.90 0.00 $ - $ 15,774.24
14125 Clayton Rd
Chesterfield, MO 63017-8355
27-036048-0 Shakopee Village Homes Assoc Lot 1 Block 9
3161/2 Shawnee TrI Patricia's 1 st Addn 136.82 $ 2,742.82 $ 1,731.21 $ 1,342.77 $ - $ 845.03 0.00 $ - $ 6,661.83
Shakopee, Mn. 55379
27-036049-0 Shako pee Village Homes Assoc Lot 1 Block 10
3161/2 Shawnee Trl Patricia's 1 st Addn 128.25 $ 2,571.02 $ 1,622.77 $ 1,258.66 $ - $ 792.10 0.00 $ - $ 6,244.55
Shakooee, Mn. 55379
27-199009-0 Klingelhutz Development Common Elements
350 Hwy 212 E CIC #1024 Prairie Bend 150.21 $ 3,011.25 $ 1,900.63 $ 1,474.18 $ - $ 927.73 0.00 $ - $ 7,313.79
Chaska, MN 55318
27-906028-2 William A & Renelda Hauer SECT-06 TWP-115 RNG-022 E5/8 N1/2 SE1/4
14264AVE COM 1310.46' W OF NE COR, E 149.44', 155.22 $ 3,111.68 $ 1,964.03 $ 1,523.35 $ - $ 958.67 0.00 $ - $ 7,557.73
Shakopee, Mn. 55379 SE 210.35',SE 294.16',SW 416.54N 400' TO POB
27-906052-0 JLD Investments LLC SECT-06 TWP-115 RNG-022 16.9A IN SE1/4
6285 170 ST E NE1/4 S OF RR 876.65 $ 17,574.12 $ 11,092.41 $ 8,603.57 $ 5,414.37 0.00 $ 5,592.21 $ 48,276.69
Prior Lake, MN 55372
27-906054-0 The Kelley Family L TO Partnership SECT-06 TWP-115 RNG-022 P/O SE1/4
930 Pleasant ave s NE1/4 LYING S OF RR & E OF LINE COM 450.9' 338.93 $ 6,794.50 $ 4,288.54 $ 3,326.31 $ - $ 2,093.30 0.00 $ 1,118.44 $ 17,621.09
Bloominaton, MN 55420 W OF ELINE, SE 328',S TO S LINE EX .25A
27-905021-0 United Land LLC SECT-05 TWP-115 RNG-022 P/O N1/2 S OF
3500 80 ST W RR (EX 1.2A) (EXE1/2 NE1/4) & (EX W 1234.91' 2524.51 $ 50,608.63 $ 31,943.07 $ 24,775.92 $ - $ 15,591.88 2524.51 $ 80,671.97 $ 203,591.47
Bloominaton, MN 55420 OF NW1/4 EX S 639.08')
27-905018-0 Shakopee Council 1685 Home SECT-05 TWP-115 RNG-022 N 499.7'
17604 Ave E OF NW1/4 SW1/4 ES 975' 329.60 $ 6,607.46 $ 4,170.49 $ 3,234.74 $ 7,533.75 $ 2,035.68 359.60 $ 11,491.20 $ 35,073.32
Shakopee, Mn. 55379
27-905020-0 Shako pee Cemetery Assoc SECT-05 TWP-115 RNG-022 7.70 IN
1191/21 Ave E NW1/4 SW1/4 0.00 $ - $ - $ - $ - $ - 0.00 $ $ -
Shakopee, Mn. 55379
27-214081-0 Pinewood Estate Homeowners Asn Lot O-L Block B
606 Barrington DR CIC #1038 Pinewood Estates 256.63 $ 5,144.64 $ 3;247.18 $ 2,518.61 $ - $ 1,585.00 256.63 $ 8,200.74 $ 20,696.17
Shakopee, Mn. 55379
27-214080-0 Pinewood Estate Homeowners Asn Lot L Block A
606 Barrington DR CIC #1038 Pinewood Estates 340.00 $ 6,815.95 $ 4,302.08 $ 3,336.81 $ - $ 2,099.91 340.00 $ 10,864.87 $ 27,419.62
Shakooee, Mn. 55379
27-117001-0 Charles W Fuller Lot 1 Block 1
2400 4 Ave E Prahmcoll1 st Addition 639.95 $ 12,829.02 $ 8,097.40 $ 6,280.56 $ - $ 3,952.46 639.95 $ 20,449.92 $ 51,609.37
Shakopee, Mn. 55379
27-206040-0 Marlys L Flanigan Unit 40 27206
1502 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakopee,MN 55379
27-206037-0 Melvin A &Dorothy B Malz Unit 37 27206
1504 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
27-206038-0 David W & Marion N Morison Unit 38 27206
1506 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
27-206039-0 David H & Linda J Indrehus Unit 39 27206
1508 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
27-206036-0 Mary J Lilly Unit 36 27206
1510 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
27-206033-0 Kristin & William Henak Unit 33 27206
1512 4th Ave E Plat-?7206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
2003 RECONSTRUCTION - FEASIBILITY
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27-206034-0 Leonard & Paula Frohnauer Unit 34 27206
1514 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206035-0 Howard Cichy Unit 35 27206
1516 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206029-0 Jo E & Raymond D Crooks Unit 29 27206
1518 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206032-0 Elouise M Solum Unit 32 27206
1520 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakopee,MN 55379
27-206028-0 Elllen A Garlock Unit 28 27206
1524 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ $ 137.23 0.00 $ - $ 1,081.86
Shakopee,MN 55379
27-206023-0 Margaret M Jansen Unit 23 27206
1526 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakopee,MN 55379
27-206024-0 David L & Marilyn J Perkins Unit 24 27206
1528 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206005-0 Canterbury pointe Condo Assn Unit 5 27206
Gassen Company 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
7275 Bush Lake Rd Plat-27206 CIC 1030 Canterbury Pointe
Edina, MN 55439
27-206006-0 Bernice J Brasket Unit 6 27206
402 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445:44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ $ 1,081.90
Shakopee,MN 55379
27-206007-0 Joseph & Virginia Semrad Unit 7 27206
404 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206008-0 Margery A Mortland Unit 8 27206
406 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee.MN 55379
27-206017-0 James L & Janet L Drabek Unit 17 27206
408 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206018-0 Myrna L Thompson Unit 18 27206
410 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206013-0 Blythe Grunke Unit 13 27206
412 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206014-0 Louise R Braun Unit 14 27206
414 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ $ 1,081.90
Shakopee,MN 55379
27-206015-0 Joseph F & Gretchen A Helkamp Unit 15 27206
416 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206016-0 Laura L & Viggo Sorensen Unit 16 27206
418 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ $ 1,081.90
Shakooee,MN 55379
27-206019-0 Edward D Elgethun Unit 19 27206
420 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 21807 $ - $ 137.24 0.00 $ $ 1,081.90
Shakooee,MN 55379
27-206020-0 Harley H & Donna R Gunderson Unit 20 27206
422 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ $ 1,081.90
Shakooee,MN 55379
27-206021-0 Anna S Moldestad Unit 21 272206
424 Sarazin S1. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ $ 137.24 0.00 $ $ 1,081.90
Shakooee,MN 55379
27-206022-0 Allan & Darlene Grow Unit 22 27206
426 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 21807 $ - $ 137.24 0.00 $ $ 1,081.90
Shakooee,MN 55379
27-206025-0 Gilbert W & Stella T Oelfke Unit 25 27206
428 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 21807 $ $ 137.24 0.00 $ $ 1.081.90
Shakopee,MN 55379
2003 RECONSTRUCTION - FEASIBILITY
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27-206026-0 Kethleen R Anderson Unit 26 27206
430 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206031-0 Gregory W Dummer Unit 31 27206
432 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206030-0 James P & Marlene M Gabrelcik Unit 30 27206
434 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206011-0 Betty M Moldenhauer Unit 11 27206
436 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206012-0 Kenneth W & Carol A Frey Unit 12 27206
438 Sarazin SI. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206009-0 Clement F & Teresa E Gerold Unit 9 27206
440 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206010-0 Joyce E Stein Unit 10 27206
442 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206002-0 Joyce M Peterson Unit 2 27206
444 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206003-0 Lucille J Leaveck Unit 3 27206
446 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
27-206004-0 Kathleen H Hoffman
448 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakopee,MN 55379
Totals --> 7,235.09 $ 145,041.20 $ 91,546.87 $ 71,006.25 $ 7,533.75 $ 44,685.37 4,120.69 $ 138,389.34 $ 498,202.80
Total Street Assessment = $ 145,041.20 Total Storm Sewer Assessment = $ 44,685.38
Street Assessment Per Front Foot = $ 20.05 Storm Sewer Assessment Per Front Foot = $ 6.18
Total Curb & Gutter Assessment = $ 91,546.88 Total Watermain Assessment = $ 138,389.34
Curb & Gutter Assessment Per Front Foot = $ 12.65 Total Watermain Hydrant Assessment (Required by Zoning) = $ 6,710.65
Total Watermain Assessment minus Hydrant Assessment = $ 131,678.69
Total Sidewalk Assessment = $ 71,006.25 Total Watermain Assessment Per Front Foot = $ 31.96
Sidewalk Assessment Per Front Foot = $ 9.81
Total Sanitary Sewer Assessment = $ 6,831.56
Sanitary Sewer Service Assessment = $ 702.19
Total Assessment = $ 498,202.80
2003 RECONSTRUCTION - FEASIBILITY
.
ASSESSMENT ROLL FOR SEGMENT 3- VIKING STEEL RD REVISED ASSESSMENT ROLL WITH SIDEWALK (VIKINGSTEEL)
MARCH,2003
-Assessable Front Foota e is for Street Curb & Gutter Sidwalk and Storm Sev..er Assessments
Assessable Street, Sidewalk, & Sanitary Sewer Sanitary Sewer Storm Sewer Watennain Watermain Total
PIO# OWner Legal Description Front Foat* Curb & Gutter Assessment Acreaae Assessment Assessment Front Foot Assessment Assessment
27-905024-0 Paul L Hintzen (SPUC) SECT.o5 TWP-115 RNG-022 W 1234.91' OF
713 4st N NW1I4 LYING S OFRR EX S 639.08' 616.12 $ 101,536.67 20.09 $ 74,105.34 $ 22,939.62 344.00 $ 17,083.22 $ 215,664.86
Sauk Centre MN 56378
27 -906055.o Timothy R Dressen SECT.Q6 TWP-115 RNG-022 PIO SEl/4 NE1I4
1058 Marschall Rd BEG 81.5'SW OF S ROW RR OR 1260'N OF E1I4 92.84 $ 15,300.05 0.25 $ 922.17 $ 3,456.66 0.00 $ $ 19,678.87
Shakonee Mn. 55379 COR SW 119.4' SE 100' NE 100' N 101.9' TO BEG
27-906053-0 Arthur J & Martyne J Hatch SECT -06 TWP-115 RNG-022 PIO Ell2 NE1I4
4288 Sanctuary Way BEG INTERS S LINE RR & W LINE SE1I4 S 0.00 $ - $ $ 388.00 $ 19,168.97 $ 19,168.97
Bonita Springs FL 34134 525.85' E 387.4' N 601.25 swro BEG
27-906054-0 The Kelley Family L TO Partnership SECT-06 TWP-115 RNG.o22 PIO SEl/4
930 Pleasant ave s NEl/4 LYING S OF RR & E OF LINE COM 450.9' 1066.16 $ 175,703.34 8.29 $ 30,579.06 $ 39,695.69 2080.00 $ 103,293.92 $ 349,272.00
Bloominoton MN 55420 W OF ELINE SE 328' S TO S LINE EX .25A
27 -906052.o JLO Investments LLC SECT-06 TWP-115 RNG-02218.9A IN SE1I4
6285 170 ST E NEl/4 S OF RR 0.00 $ 0.00 $ $ 1380.00 $ 68,531.54 $ 66,531.54
Prior Lake MN 55372
27-905021-0 United Land LLC SECT-05 TWP-115 RNG-022 PIO Nl/2 S OF
3500 80 ST W RR (EX 1.2A) (EXEll2 NE1I4) & (EX W 1234.91' 555.29 $ 91,511.88 19.00 $ 70,084.69 $ 20,674.78 556.00 $ 27,611.26 $ 209,882.61
Bloominoton MN 55420 OF NW1I4 EX S 639.08')
Totals -> 2,330.41 384,051.94 47.63 175,691.25 86,766.75 4,746.00 235,688.91 882,198.84
Note: . Assessable Front Footage is for Street, Curb & Gutter,
Sidwalk and Stann Se'tl'llef Assessments
Total Street Assessment = $ 384,051.94
Street Assessment Per Front Foot = S 164.80
Total Sanitary Sev..er Assessment = $ 175,691.25
Sanitary Se~r Assessment Per Acre = $ 3,888.67
Total Stonn Sewer Assessment = $ 86,766.75
Stann Se~r Assessment Per Front Foot = $ 37.23
Total Watennain Assessment = $ 235,688.91
Watennain Assessment Per Front Foot = $ 49.66
Total Assessment = $ 882,198.84
2003 RECONSTRUCTION - FEASIBILITY
.
ASSESSMENT ROLL FOR - 4TH A VENUE - MARSCiIALL RD. TO SHENANDOAH DR. REVISED ASSESSMENT ROLL WITHOUT SIDEWALK (4TH AVE)
MARCH, 2003
'Assessable Front Footage is for Street, Curb & Gutter, Sidwalk and Storm Sewer Assessments
k Assessable Street Curb & Gutter Sidewalk Sanitary Sewer Storm Sewer Watermain Watermain Total
PID# Owner Legal Description Front Foot' Assessment Assessment Assessment Assessment Assessment Front Foot Assessment Assessment
27-087008-0 E 4th Professional Bldg LOT 4 BLK 2
1407 Vierling Dr E FURRIES 2ND AD ON 190.00 $ 3,808.91 $ 2,404.10 $ - $ - $ 1,173.48 0.00 $ - $ 7,386.50
Ste 120
Shakopee, Mn. 55379
27-906018-0 Shakopee 62 Partnership SECT-06 TWP-115 RNG-022 E 321' OF N 333' OF W 3/4
Heartland Bank OF NW1/4 SE1I4 323.97 $ 6,494.60 $ 4,099.25 $ - $ - $ 2,000.90 0.00 $ - $ 12,594.75
14125 Clayton Rd
Chesterfield, MO 63017-8355
27-036048-0 Shako pee Village Homes Assoc Lot 1 Block 9
316112 Shawnee Trl Patricia's 1 st Addn 136.82 $ 2,742.82 $ 1,731.21 $ - $ - $ 845.03 0.00 $ - $ 5,319.05
Shako pee, Mn. 55379
27-036049-0 Shakopee Village Homes Assoc Lot 1 Block 10
316112 Shawnee Trl Patricia's 1st Addn 128.25 $ 2,571.02 $ 1,622.77 $ - $ - $ 792.10 0.00 $ - $ 4,985.88
Shakopee, Mn. 55379
27-199009-0 Klingelhutz Development Common Elements
350 Hwy 212 E CIC #1024 Prairie Bend 150.21 $ 3,011.25 $ 1,900.63 $ - $ - $ 927.73 0.00 $ - $ 5,839.61
Chaska, MN 55318
27-906028-2 William A & Renelda Hauer SECT-06 TWP-115 RNG-022 E5/8 N1/2 SE1/4
14264AVE COM 1310.46' W OF NE COR, E 149.44', 155.22 $ 3,111.68 $ 1,964.03 $ - $ - $ 958.67 0.00 $ - $ 6,034.38
Shakopee, Mn. 55379 SE 210.35',SE 294.16',SW 416.54N 400' TO POB
27-906052-0 JLD Investments LLC SECT-06 TWP-115 RNG-022 16.9A IN SE1/4
6285 170 ST E NE1/4 S OF RR 876.65 $ 17,574.12 $ 11,092.41 $ - $ 5,414.37 0.00 $ 5,592.21 $ 39,673.11
Prior Lake, MN 55372
27-906054-0 The Kelley Family L TO Partnership SECT-06 TWP-115 RNG-022 P/O SE1/4
930 Pleasant ave s NE1/4 LYING S OF RR & E OF LINE COM 450.9' 338.93 $ 6,794.50 $ 4,288.54 $ - $ - $ 2,093.30 0.00 $ 1,118.44 $ 14,294.78
Bloominaton, MN 55420 W OF ELINE, SE 328',S TO S LINE EX .25A
27-905021-0 United Land LLC SECT-05 TWP-115 RNG-022 P/O N1I2 S OF
3500 80 ST W RR (EX 1.2A) (EXE1/2 NE1/4) & (EX W 1234.91' 2524.51 $ 50,608.63 $ 31,943.07 $ - $ - $ 15,591.88 2524.51 $ 80,671.97 $ 178,815.55
Bloominaton, MN 55420 OF NW1/4 EX S 639.08')
27-905018-0 Shakopee Council 1685 Home SECT-05 TWP-115 RNG-022 N 499.7'
17604 Ave E OF NW1/4 SW1/4 ES 975' 329.60 $ 6,607.46 $ 4,170.49 $ - $ 7,533.75 $ 2,035.68 359.60 $ 11,491.20 $ 31,838.57
Shakooee, Mn. 55379
27-905020-0 Shakopee Cemetery Assoc SECT-05 TWP-115 RNG-022 7.70 IN
1191/21 Ave E NW1/4 SW1/4 0.00 $ - $ - $ - $ - $ - 0.00 $ - $ -
Shakooee, Mn. 55379
27-214081-0 Pinewood Estate Homeowners Asn Lot O-L Block B
606 Barrington DR CIC #1038 Pinewood Estates 256.63 $ 5,144.64 $ 3,247.18 $ - $ - $ 1,585.00 256.63 $ 8,200.74 $ 18,177.56
Shakopee, Mn. 55379
27-214080-0 Pinewood Estate Homeowners Asn Lot L Block A
606 Barrington DR CIC #1038 Pinewood Estates 340.00 $ 6,815.95 $ 4,302.08 $ - $ - $ 2,099.91 340.00 $ 10,864.87 $ 24,082.81
Shakooee, Mn. 55379
27-117001-0 Charles W Fuller Lot 1 Block 1
2400 4 Ave E Prahmcoll1 st Addition 639.95 $ 12,829.02 $ 8,097.40 $ - $ - $ 3,952.46 639.95 $ 20,449.92 $ 45,328.80
Shakooee, Mn. 55379
27-206040-0 Marlys L Flanigan Unit 40 27206
1502 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ $ 863.80
Shakooee,MN 55379
27-206037-0 Melvin A &Dorothy B Malz Unit 37 27206
1504 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakopee,MN 55379
27-206038-0 David W & Marion N Morison Unit 38 27206
1506 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakopee,MN 55379
27-206039-0 David H & Linda J Indrehus Unit 39 27206
1508 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ $ 863.80
Shakopee,MN 55379
27-206036-0 Mary J Lilly Unit 36 27206
1510 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ $ 863.80
Shakopee,MN 55379
27-206033-0 Kristin & William Henak Unit 33 27206
1512 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ $ - $ 137.23 0.00 $ $ 863.80
Shakopee,MN 55379
2003 RECONSTRUCTION - FEASIBILITY
.
-
27-206034-0 Leonard & Paula Frohnauer Unit 34 27206
1514 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ $ - $ 137.23 0.00 $ - $ 863.80
Shakopee,MN 55379
27-206035-0 Howard Cichy Unit 35 27206
1516 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
. Shakooee,MN 55379
27-206029-0 Jo E & Raymond D Crooks Unit 29 27206
1518 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakooee,MN 55379
27-206032-0 Elouise M Solum Unit 32 27206
1520 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakooee,MN 55379
27-206028-0 Elllen A Garlock Unit 28 27206
15244th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakooee,MN 55379
27-206023-0 Margaret M Jansen Unit 23 27206
1526 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ $ - $ 137.23 0.00 $ - $ 863.80
Shakopee,MN 55379
27-206024-0 David L & Marilyn J Perkins Unit 24 27206
1528 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ - $ - $ 137.23 0.00 $ - $ 863.80
Shakooee,MN 55379
27-206005-0 Canterbury pointe Condo Assn Unit 5 27206
Gassen Company 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
7275 Bush Lake Rd Plat-27206 CIC 1030 Canterbury Pointe
Edina, MN 55439
27-206006-0 Bernice J Brasket Unit 6 27206
402 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206007-0 Joseph & Virginia Semrad Unit 7 27206
404 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakopee,MN 55379
27-206008-0 Margery A Mortland Unit 8 27206
406 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakopee,MN 55379
27-206017-0 James L & Janet L Drabek Unit 17 27206
408 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ $ 863.83
Shakopee,MN 55379
27-206018-0 Myrna L Thompson Unit 18 27206
410 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206013-0 Blythe Grunke Unit 13 27206
412 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206014-0 Louise R Braun Unit 14 27206
414 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206015-0 Joseph F & Gretchen A Helkamp Unit 15 27206
416 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakopee,MN 55379
27-206016-0 Laura L & Viggo Sorensen Unit 16 27206
418 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ $ 863.83
Shakopee,MN 55379
27-206019-0 Edward D Elgethun Unit 19 27206
420 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ $ 863.83
Shakooee,MN 55379
27-206020-0 Harley H & Donna R Gunderson Unit 20 27206
422 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206021-0 Anna S Moldestad Unit 21 272206
424 Sarazin SI. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206022-0 Allan & Darlene Grow Unit 22 27206
426 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ $ 137.24 0.00 $ $ 863.83
Shakooee,MN 55379
27-206025-0 Gilbert W & Stella T Oelfke Unit 25 27206
428 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ $ 137.24 0.00 $ $ 863.83
Shakopee,MN 55379
2003 RECONSTRUCTION - FEASIBILITY
)
27-206026-0 Kethleen R Anderson Unit 26 27206
430 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206031-0 Gregory W Dummer Unit 31 27206
432 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206030-0 James P & Marlene M Gabrelcik Unit 30 27206
434 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206011-0 Betty M Moldenhauer Unit 11 27206
436 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ $ 863.83
Shakopee,MN 55379
27-206012-0 Kenneth W & Carol A Frey Unit 12 27206
438 Sarazin SI. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakopee,MN 55379
27-206009-0 Clement F & Teresa E Gerold Unit 9 27206
440 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206010-0 Joyce E Stein Unit 10 27206
442 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
27-206002-0 Joyce M Peterson Unit 2 27206
444 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakopee,MN 55379
27-206003-0 Lucille J Leaveck Unit 3 27206
446 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ $ 863.83
Shakopee,MN 55379
27-206004-0 Kathleen H Hoffman
448 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ - $ - $ 137.24 0.00 $ - $ 863.83
Shakooee,MN 55379
Totals --> 7,235.09 $ 145,041.20 $ 91,546.87 $ - $ 7,533.75 $ 44,685.37 4,120.69 $ 138,389.34 $ 427,196.55
Total Street Assessment = $ 145,041.20 Total Storm Sewer Assessment = $ 44,685.38
Street Assessment Per Front Foot = $ 20.05 Storm Sewer Assessment Per Front Foot = $ 6.18
Total Curb & Gutter Assessment = $ 91,546.88 Total Watermain Assessment = $ 138,389.34
Curb & Gutter Assessment Per Front Foot = $ 12.65 Total Watermain Hydrant Assessment (Required by Zoning) = $ 6,710.65
Total Watermain Assessment minus Hydrant Assessment = $ 131,678.69
Total Sidewalk Assessment = $ - Total Watermain Assessment Per Front Foot = $ 31.96
Sidewalk Assessment Per Front Foot = $ -
Total Sanitary Sewer Assessment = $ 6,831.56
Sanitary Sewer Service Assessment = $ 702.19
Total Assessment = $ 427,196.55
2003 RECONSTRUCTION - FEASIBILITY
.
..
ASSESSMENT ROLL FOR SEGMENT 3- VIKING STEEL RD REVISED ASSESSMENT ROLL WITHOUT SIDEWALK (VIKINGSTEEL)
MARCH, 2003
.Assessable Front Foota e is for Street Curb & Gutter Sidwalk and Storm SeYver Assessments
Assessable Street, Sidewalk, & Sanitary Sewer Sanitary Sewer Storm Sewer Watennain ~termain Total
PID# Owner Leoal Descrinlion Front Foot" Curb & Gutter Assessment Acreaae Assessment Assessment front Foot Assessment Assessment
27-905024-0 Paul L Hintzen (SPUC) SECT-05 TWP-115 RNG-022 W 1234.91' OF
713 4st N NWl/4 LYING S OFRR EX S 639.08' 616.12 $ 96,158.14 20.09 $ 74,105.34 $ 22,939.62 344.00 $ 17,083.22 $ 210,286.33
Sauk Centre MN 56378
27-906055-0 Timothy R Dressen SECT-06 TWP-115 RNG-022 P/O SE1/4 NE1/4
1058 Marschall Rd BEG 81.5'SW OF S ROW RR OR 1260'N OF E1/4 92.84 $ 14,489.58 0.25 $ 922.17 $ 3,456.66 0.00 $ $ 18,868.41
Shakooee Mn. 55379 COR, SW119.4' SE 100' NE 100' N 101.9' TO BEG
27-906053-0 Arthur J & Martyne J Hatch SECT -06 TWP-115 RNG-022 P/O E1/2 NE1I4
4288 Sanctuary Way BEG INTERS S LINE RR & W LINE SE1/4 S 0.00 $ $ $ 386.00 $ 19,168.97 $ 19,168.97
Bonita Sennos FL 34134 525.85' E 387.4' N 601.25 swro BEG
27-906054-0 The Kelley Family L TD Partnership SECT -06 TWP-115 RNG-022 P/O SE1I4
930 Pleasant ave s NE1/4 LYING S OF RR & E OF LINE COM 450.9' 1066.16 $ 166,396.09 8.29 $ 30,579.06 $ 39,695.69 2080.00 $ 103,293.92 $ 339,964.76
Bloominnton MN 55420 W OF ELINE SE 328' S TO S LINE EX .25A
27-906052-0 JLD Investments LLC SECT-06 TWP-115 RNG-022 16.9A IN SE1/4
6285 170 ST E NE1/4 S OF RR 0.00 $ 0.00 $ $ 1380.00 $ 68,531.54 $ 68.531.54
Plior Lake MN 55372
27-905021-0 United Land LLC SECT-05 TWP-115 RNG-022 P/O N1I2 S OF
3500 80 ST W RR (EX 1.2A) (EXE1I2 NE1/4) & (EX W 1234.91' 555.29 $ 86,664.37 19.00 $ 70,084.69 $ 20,674.78 556.00 $ 27,611.26 $ 205,035.10
Bloomlnnton MN 55420 OF NW1/4 EX S 639.08')
Totals -> 2,330,41 363,708.19 47.63 175,691,25 86,766.75 4,746.00 235,688.91 861,855.09
Note: -Assessable Front Footage is for Street, Curb & Gutter,
Sidv./alk and Storm SeYver Assessments
Total Street Assessment = $ 363,708.19
Street Assessment Per Front Foot = $ 156.07
Total Sanitary SeINer Assessment = $ 175,691.25
Sanitary SeINer Assessment Per Acre = $ 3,688.67
Total Stonn SeINer Assessment = $ 86,766.75
Stonn Sewer Assessment Per Front Foot = $ 37,23
Total Watermajn Assessment = $ 235.688.91
Watennain Assessment Per Front Foot = $ 49.66
Total Assessment = $ 861,855.09
2003 RECONSTRUCTION - FEASIBILITY
I
I
I FEASIBILITY REPORT
FOR
I FOURTH A VENUE RECONSTRUCTION
FROM
I NAUMKEAG STREET TO SHENANDOAH DRIVE;
AND
VIKING STEEL ROAD
I (SARAZIN STREET)
FROM
I FOURTH A VENUE TO CSAH 101;
AND
CAVANAUGH DRIVE
I FROM VIKING STEEL ROAD TO WEST TERMINUS
IN
I SECTION 5 AND 6, RANGE 22, TOWNSHIP 115
SHAKOPEE
SCOTT COUNTY, MINNESOTA
I
I
I
I March 2003
I Engineering Department
City of Shakopee
I 129 Holmes Street S. SHAKOPEE
Shakopee,MN 55379
I (952) 233-3800 CO:rvfMUNITY PRIDE SINCE 1857
I
I
I
I
I
I FEASIBILITY REPORT
I FOR
FOURTH A VENUE RECONSTRUCTION
FROM
I NAUMKEAG STREET TO SHENANDOAH DRIVE;
AND
I VIKING STEEL ROAD
(SARAZIN STREET)
I FROM
FOURTH A VENUE TO CSAH 101;
AND CAVANAUGH DRIVE
I FROM VIKING STEEL ROAD TO WEST TERMINUS
I IN
SECTION 5 AND 6 , RANGE 22, TOWNSmp 115
SHAKOPEE
I SCOTT COUNTY, MINNESOTA
I
I 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
I Professional Engineer under the laws of the State of Minnesota.
I ~~
I Date /I,d t~ ~~ Registration No. 17590.
I
I
1- MARCH 2003
I
I
I
I
I CONTENTS
FOR 2003 RECONSTRUCTION,
I SHAKOPEE,NUNNESOTA
I Description Page No.
-
I Introduction 1
Scope 1
I
Background 1
I Proposed Improvements 5
I Cost Estimate 5
Special Assessments 6-8
I Conclusions 8
I Funding Sources 8 -10
I Appendix
I
I
I
I
I
I
I
I
I
I
I I INTRODUCTION I
I The City Council of Shakopee, Minnesota ordered the preparation of a feasibility report
on November 6,2002 for street improvements to Fourth Avenue, from Naumkeag Street
to Shenandoah Drive; and Viking Steel Road (Sarazin Street), from Fourth Avenue to
I CSAH 101; and Cavanaugh Drive, from Viking Steel Road to West terminus by
Resolution No. 5805.
I I SCOPE I
I
This report evaluates the feasibility of constructing these streets. All existing
I infrastructure elements (street, utilities, etc.) were evaluated, improvements
recommended, cost estimates of the proposed improvements prepared and funding
strategies developed by this report.
I
I I BACKGROUND I
I Fourth Avenue was originally a part of the County road system. It became a City street
subsequent to the completion of County Road 17 in about 1974. Sanitary sewer, water
and storm sewer exists as shown in the Appendix in this report. The existing pavement
I on Fourth A venue, east of CSAH 17 to Shenandoah Drive, is extremely deteriorated to
the point where it requires far more than normal maintenance. There are many transverse
and longitudinal cracks, large areas of patching, severe crown problems and drainage
I problems due to no curb and gutter east c.R. 17. This street generates numerous citizen
complaints on an annual basis and has been on the 5- Y ear Capital Improvement Plan for
I several years and is included in the 2003 Capital Improvement Program.
West ofCSAH 17, Fourth Avenue is a 44 foot wide urban street in which the pavement is
I deteriorated to the point that a bituminous overlay is needed. In this report, it is
recommended to mill 2 inches of existing pavement and repave Fourth Avenue, from
Naumkeag Street to CSAH 17. Also, the existing sanitary sewer main should be replaced
I where defective, and sewer main extended to serve a vacant parcel.
I 1
I
I
Viking Steel Road has been a gravel road maintained by the City since 1969 and to a
I width of 24.5 feet under an agreement between the City and property owner. Viking Steel
road, from C.R. 101 to 4th Avenue is shown on the City's Transportation Plan as a minor
collector. A transportation model has been updated utilizing the proposed Shakopee
I Public Utilities building project and United Properties Shenandoah Business Park AUAR
to develop a new traffic projection. This report was done by WSB & Associates, Inc. and
I is included in the appendix. Since there are no addresses on Viking Steel road and this
roadway does line up with Sarazin Street, it would be recommended that this roadway be
renamed to Sarazin Street.
I Cavanaugh Drive is an existing rural bituminous pavement roadway serving Rubber
Industries and Northland Forest Products. This roadway is located within a City owned
I parcel.
The existing zoning of all abutting properties is as shown on the zoning map in the
I Appendix.
I I PROPOSED IMPROVEMENTS I
I A. Roadway
I Fourth Avenue
The existing pavement east of C.R. 17 is 24 feet wide with no curb. It is proposed
I to reconstruct the street to a pavement width of 44 feet with concrete curb and
gutter. Fourth Avenue is currently designated as a State Aid street, thus the street
must be built to State Aid Standards if State Aid Funds are utilized. Fourth
I Avenue is considered a local collector, as this street serves as a connector street
between County State Aid Highway (CSAH) 17 and CSAH 83. It is proposed to
I have "no parking" and be constructed as a three lane roadway to meet State Aid
Design Standards and the City's Transportation Plan. Fourth Avenue, west of
C.R. 17 is proposed to be milled and overlaid.
I Viking Steel Road
(Sarazin Street)
I This roadway is gravel and 24 feet wide. It is proposed to be constructed as a 36
foot wide road with curb & gutter to meet State Aid Design Standards and City's
I Transportation Plan and to serve abutting commercial/industrial properties.
I 2
I
I
I
CavanallJ!h Drive
I This roadway is a rural design bituminous pavement that is heavily deteriorated.
This road primarily serves Rubber Industries and the Forest Products properties.
I Proposed rehabilitation would include milling in place and adding crushed rock
and new bituminous pavement to a nine ton standard.
I B. Sidewalks
I Fourth Avenue
There are no existing sidew~Jks east of C.R. 17 on Fourth Avenue.
I This report recommends new sidewalk and trail to the east of C.R. 17 along
Fourth Avenue, from CSAH 17 to Shenandoah Drive. The trail is proposed to be
I on the north side of Fourth Avenue and concrete sidewalk on the south side of
Fourth Avenue. Per City Policy, a sidewalk is required along collector streets and
also a bituminous trail through residential and commercial areas.
I Viking Steel Road
(Sarazin Street)
I On Viking Steel Road (future Sarazin Street), the City's policy along collector streets is
to install a concrete sidewalk and bituminous trail. Viking Steel Road, from Fourth
I A venue to C.R. 101, transverses through I-I zoning property, thus the need for both a
sidewalk and trail is somewhat diminished. The City does maintain sidewalks and trails
on collector streets. In this report, a sidewalk has been included on the west side and a
I trail on the east side of Viking Steel Road, as per current policy.
C. Sanitary Sewers
I
On Fourth Avenue the existing sanitary sewer is 12 inch clay concrete, PVC pipe
I and concrete manholes. The existing sanitary sewer pipe was televised in the
January, 2003. After reviewing the video, it is proposed to reconstruct two
sections of 12 inch clay line that is heavily deteriorated.
I It is proposed to extend the sanitary sewer main on Fourth Avenue, west ofCSAH
17 to serve a vacant parcel that does not have sewer at this time. It is also
I proposed to replace the existing KC Hall sanitary sewer service on Fourth
A venue, from Sarazin Street to their building.
I For Viking Steel Road properties, a gravity sanitary sewer would be extended
from west of Cavanaugh Drive and the Union Pacific Railroad intersection along
the south side of the railroad tracks to Viking Steel Road and south within Viking
I
I 3
I
I
Steel Road to serve industrial properties adjacent to the roadway. Extension of a
I gravity sewer line is being done to avoid a lift station on Viking Steel Road.
Any service connections that are defective would be replaced from the main line
I to the property line. All new service lines or replacements would be assessed to
the benefiting property. It has been generally the City's Policy to replace the
I service line unless the service has been replaced recently with current standard
pipe material.
I D. Watermain
The Shakopee Public t.Jj:ilities Commission (SPUC)'s Comprehensive Water Plan
I dated April, 1993 proposed a 12 inch trunk watermain on Fourth Avenue, from
Sarazin Street to Shenandoah Drive, and also on Viking Steel Road to connect to
existing watermain as shown on the water pIan in the Appendix. The segment of
I 12 inch watermain from Sarazin Street to Shenandoah is now proposed to be
included within future development area on the north side of Fourth Avenue with
an 8 inch watermain along Fourth Avenue.
I E. Storm Sewers
I Storm sewers to facilitate drainage will be as shown on the storm sewer plan in
the appendix.
I Establishment of ponding on City property would be part of the storm sewer
improvements to this area. This ponding will serve developed industrial land as
I well as future industrial land and Viking Steel Road drainage.
F. Street Li2:htin2:
I Street lights will be added on Fourth Avenue, Viking Steel Road and Cavanaugh
Drive, as necessary, to meet the City's Street Lighting Policy. Street lights
I installed as part of constructing new street and reconstructing existing bituminous
streets will be included in the overall project costs and included in the assessment
calculations.
I G. Rieht-of- W ay Acquisition
I Additional right-of-way easements are needed for the installation of sanitary
sewer, watermain, storm sewer and street improvements. Right-of-way
acquisition costs will be included in the proj ect costs and assessed for the local
I street and other improvements such as sanitary sewer and watermain. Right-of-
way acquisition costs for oversizing Fourth Avenue to City collector standards
I will be included as a City cost.
I 4
I
I
I H. Relocation of Overhead Power Lines
I Overhead power lines exist along Fourth Avenue and Viking Steel Road and will
probably require relocation. City ordinance on right-of-way management allows
the City the right to require the existing overhead lines upon relocation to be
I placed underground. The placement of power lines underground will result in
property owners converting their service line from overhead to underground. The
additional costs are not included in assessments but identified as a cost due to this
I project.
I. Railroad Crossing.Improvements
I
Viking Steel Road currently has a crossing with the Union Pacific Railroad for its
I 24.5 foot width of roadway. This report recommends a 36 foot width roadway
with sidewalk and trail connections. Viking Steel Road is projected to be a minor
collector having a traffic count of 2,800 ADT in the year 2020. Improvements to
I the railroad crossing will be required by Union Pacific Railroad and Mn/DOT
upon upgrading ofthis roadway. Improvements included in this report would be a
new concrete crossing and a new signalized warning system along with pavement
I markings and advance warning signs. Typically, these costs have been paid by the
City in past street crossings.
I I COST ESTIMATE I
I
A detailed cost estimate can be found in the Appendix. The following costs were
I prepared based upon an Engineer's Estimate and are subject to change, depending on the
final design of the project, bids received and actual work performed. A summary of the
estimated costs are as follows:
I Segment 1 (Mill & Overlay) $ 89,096.44
I Segment 2 (4th Avenue Reconstruction) $1,376,257.97
Segment 3 (Viking Steel Road) $1,295,785.97
Segment 4 (Cavanaugh Dr. Bituminous Overlay $ 76.166.02
I GRAND TOTAL $2,837,306.39
I
I
I 5
I
I
I I SPECIAL ASSESSMENTS I
I Street Portion
I Fourth Avenue (C.R. 17 to Shenandoah Drive)
I It is proposed to special assess 25% of the street reconstruction costs to those
properties abutting the project limits based on front footage. A complete
assessment roll and assessment calculations for Fourth Avenue can be found in
the Appendix. - New concrete curb & gutter will be assessed at 100% where
I concrete curb did not exist previously.
I Fourth Avenue (Naumkeag Street to C.R. 17)
It is proposed to special assess for mill and overlay to benefiting properties
I according to City policy which is 25% assessed of the project cost.
Viking Steel Road (Fourth Avenue to CSAH 101)
I It is proposed to special assess 100% ofthe cost for a 36 foot wide nine ton street
to abutting properties based on front footage since these properties are industrial
I zoned parcels.
Cavanaugh Drive
I It is proposed to special assess 25% of street rehabilitation to benefiting
I properties.
Sidewalks
I New sidewalk is proposed to be assessed 100% to benefiting properties along the
street where the sidewalk is installed. Sidewalk along 4th A venue is adj acent to
I multi-residential, both developed and undeveloped, commercial and undeveloped
industrial property. Sidewalk along Viking Steel Road is adjacent to light
industrial property. Sidewalk and bike trail is proposed, from CSAH 17 to
I Shenandoah Drive on Fourth Avenue, and from Fourth Avenue to CSAH 101 on
Viking Steel Road. Bituminous trail will be paid 100% by the City.
I Watermain
I Watermain will be assessed as per SPUC policies. 12 inch watermain is proposed
on Viking Steel Road, from Fourth Avenue north to the railroad tracks, then west
I 6
I
I
to connect to existing watermain as shown on the watermain improvement map in
I the Appendix.
I Current zoning of abutting properties mandates 12" watermain.
SPUC also will be charging a Trunk Watermain Acreage Charge of $831.00 per
I acre to parcels as determined by SPUC.
Sanitary Sewer & Water Service Lines
I Any existing water or sewer service connections that are found to be deficient and
replaced will be assessed 100% directly back to the benefited property. New
I sewer and water services will also be assessed 100% directly back to the benefited
property.
I Street Lighting
All costs for new street lights installed as part of constructing or reconstructing a
I street will be included in the overall project costs for street reconstruction (Fourth
A venue and Cavanaugh Drive) or street construction (Viking Steel Road) and
included in the assessment calculations.
I Storm Sewer
I Fourth Avenue storm sewer improvement costs have been merged with the street
reconstruction costs and assessed at 25%. The non-assessed storm sewer costs are
I proposed to be paid out of the Storm Drainage Utility Fund. All storm sewer
improvements in Viking Steel road will be merged with street costs and assessed
100%. The storm drainage pond will be paid by the Storm Drainage Utility Fund
I which will serve existing property and future property.
Right-of-Way Acquisition
I Right-of-way acquisition costs along Fourth Avenue in order to construct a
collector street will be a 100% City cost. Right-of-way acquisition costs for
I sanitary sewer, watermain and storm sewer and Viking Steel Road will be
included in the assessment calculations for these improvements.
I Relocation of Overhead Lines
I Any relocation of existing overhead power lines to an underground installation
will be at the expense of the utility, if ordered by City Council. Any cost to
convert an overhead power service to underground service will be determined by
I the utility and is not included in the project costs or assessments.
I 7
I
I
I Railroad Crossin2: Improvements
I Necessary improvements to the railroad crossing such as concrete crossing,
signals, signing and markings has been in the past the responsibility of the local
road authority and has been a cost to the City.
I
I I CONCLUSIONS I
-
I Fourth A venue is extremely deteriorated and in need of reconstruction. The pavement is
beyond any further preservation and requires higher than normal maintenance costs.
I Viking Steel road exists as a narrow gravel road needing permanent street construction to
serve developing industrial properties and the new Shakopee Public Utilities
I Commission's site.
Sidewalk and bike trails are also needed to serve abutting properties and as part of the
I City's policy with City collector routes. Sanitary sewer, watermain and storm sewer is
proposed as shown on the utility maps in the Appendix.
I Fourth Avenue (Naumkeag Street to C.R. 17) is proposed to be milled and overlaid only
and would be assessed according to City policy.
I Cavanaugh Drive as also deteriorated and now should be rehabilitated Merging this
work with this project should be most economically feasible.
I This report concludes that the project is feasible necessary and cost effective and
recommends the improvements as stated in this report.
I I FUNDING SOURCES I
I A. Streets
I The Assessment Policy of the City of Shakopee establishes the mechanism to be
used for street reconstruction. This policy states that 25% of the reconstruction
I costs will be assessed to abutting property owners.
New street construction will be 100% assessed. Milling and overlay of streets
I will be assessed 25%.
I 8
I
I
I B. Curb & Gutter
It is proposed to assess new concrete curb & gutter 100% to the benefiting
I property owners.
C. New Sidewalks /Trails
I It is proposed to assess new sidewalk 100% to the benefiting property owners.
Trails are funded by the City.
I D. Storm Sewers
-
I All storm sewer costs will be merged with the street reconstruction costs and
assessed at 25%. The 75% non-assessed storm sewer costs will be funded by the
I Storm Drainage Fund. All storm sewer costs in Viking Steel Road will be 100%
assessed. Pond construction will be paid by the Storm Drainage Fund.
I E. Watermain
The proposed watermain improvements will be funded by special assessments to
I benefited properties. Any oversizing of watermain would be a trunk cost paid by
Shakopee Public Utilities.
I F. Sanitary Sewer
Reconstruction of any mainline sanitary sewer would be funded by the Sanitary
I Sewer Enterprise Fund. All new sanitary sewers would be 100% assessed to
benefiting properties.
I G. Service Connections
Any new water or sewer connections and those service lines found to be defective
I and in need of replacing will be 100% assessed directly back to those property
owners.
I H. Street Li2htin2
I All costs with any street lighting will be assessed, per City Policy.
I. Ri2ht-of- Way Acquisition
I Right-of-way acquisition costs along Fourth Avenue, in order to have a collector
street, will be 100% paid by the City. Right-of-way acquisition costs for new
I sanitary sewer, watermain, storm sewer and Viking Steel Road will be included in
the project costs and assessed.
I 9
I
I
I J. Railroad Crossin2 Imorovements
I Improvements to an existing crossing, as necessary, has been a City cost and is
proposed in this report to be paid by the City. q
I I I
FUND SOURCE TOTALS
I
~ Assessments $1,433,593.05
I Sanitary Sewer Fund $ 37,941.09
Storm Sewer Fund $ 127,181.25
elF/State Aid $ 588,449.75
I Tax Levy $ 650,141.25
Shako pee Public Utilities Commission $ -0-
I TOTAL PROJECT COST $2,837,306.39
I
I
Funding Source Segment 1 Segment 2 Segment 3 Segment 4
I Assessments $33,243.16 $498,202.80 $882,198.84 $19,948.24
I Sanitary Sewer $31,109.53 $6,831.56 $0.00 $0.00
8tom Drainage $0.00 $0.00 $127,181.25 $0.00
I elF $0.00 $302,043.88 $286,405.88 $0.00
I Tax Levy $24,743.74 $569,179.73 $0.00 $56,217.77
8PUe $0.00 $0.00 $0.00 $0.00
I
I
I 10
I
I
I
I
I APPENDIX
I Description
I Cost Funding Summary
I Preliminary Cost Estimate
Assessment Calculations
I Assessment Roll
I Project Location Map
Zoning Map
I Assessment Properties Map
I Proposed Sanitary Sewer and Watennain Map
I Proposed Street and Storm Sewer Map
Transportation Memo from WSB & Assoc.
I SPUC Memo on Street Lighting and OverheadlUnderground Costs
I Sanitary Television Inspection and Grouting Report
Soil Borings
I Map of SPUC Proposed New Service Center
I
I
I
I
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I
I COST ESTIMATES SUMMARY TABLE
I SEGMENT 1
I 4TH AVENUE - NAUMKEAG ST. TO MARSCHALL RD.
STREET SCHEDULE A $ 32,991.66
SANITARY SCHEDULE 8 $ 24,995.25
I SANITARY SCHEDULE C $ 31,109.53
SUBTOTAL SECTION 1 $ 89,096.44
I SEGMENT 2
I 4TH AVENUE - MARSCHALL RD. TO SHENANDOAH DR
STREET SCHEDULE A $ 909,311.81
STORM SCHEDULE 8 $ 178,741.50
I SANITARY SCHEDULE C $ 14,365.31
WATERMAIN SCHEDULE D $ 138,389.34
RIGHT-OF-WAY SCHEDULE E $ 135,450.00
I SUBTOTAL SECTION 2 $ 1,376,257,97
I SEGMENT 3
VIKING STEEL ROAD - 4TH AVE. TO UNION PACIFIC RR
STREET SCHEDULE A $ 508,232.81
I STORM SCHEDULE B $ 213,948.00
SANITARY SCHEDULE C $ 175,691.25
WATERMAIN SCHEDULE D $ 235,688.91
I RIGHT-OF-WAY SCHEDULE E $ 162,225.00
SUBTOTAL SECTION 3 $ 1,295,785.97
I SEGMENT 4
CAVANAUGH DRIVE - VIKING STEEL RD. TO END
I STREET SCHEDULE A $ 76,166.02
SUBTOTAL SECTION 4 $ 76,166.02
I GRAND TOTAL ALL SCHEDULES $ 2,837,306.39
I
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION.. FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I SEGMENT 1- 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.)
STREET SCHEDULE A
1 Mobilization L.S. 1 $ 500.00 $ 500.00
I 2 Traffic Control L.S. 1 $ 200.00 $ 200.00
3 Mill Bituminous S.Y. 4143 $ 1.50 $ 6,214.50
I 4 Type 41 Bituminous Wear Course Mix, 2" Thick S.Y. 4143 $ 4.00 $ 16,572.00
5 4" Solid Line - White Epoxy L.F. 150 $ 0.75 $ 112.50
6 4" Solid Double Line - Yellow Epoxy L.F. 550 $ 1.50 $ 825.00
I 7 4" Skip Line - White Epoxy L.F. 550 $ 0.75 $ 412.50
8 Pavement Markings EA. 2 $ 150.00 $ 300.00
I SUBTOTAL SCHEDULE A $ 25,136.50
I 5% CONTINGENCIES $ 1,256.83
SUBTOTAL W/5% CONTINGENCIES $ 26,393.33
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 6,598.33
I TOTAL SCHEDULE A $ 32,991.66
I SEGMENT 1- 4TH AVENUE (NAUMKEAG ST. TO MARSCHALL RD.)
SANITARY SCHEDULE B (KUBES PROPERTY)
1 Mobilization L.S. 1 $ 400.00 $ 400.00
I 2 Traffic Control L.S. 1 $ 150.00 $ 150.00
3 Sawcut Bituminous Surface L.F. 100 $ 3.00 $ 300.00
I 4 Remove Concrete Curb & Gutter L.F. 100 $ 2.50 $ 250.00
5 Bedding Material C.Y. 100 $ 10.00 $ 1,000.00
6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 270 $ 4.50 $ 1,215.00
I (Patching)
7 Type 31 Bituminous Base Course Mix, 2 1/2" Thick (Patching) S.Y. 270 $ 5.00 $ 1.350.00
8 Type 41 Bituminous Wear Course Mix, 1 1/2" Thick (Patching) S.Y. 270 $ 4.00 $ 1,080.00
I
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I 9 Bituminous Material for Tack Coat GAL 14 $ 2.00 $ 28.00
10 B618 Concrete Curb and Gutter L.F. 100 $ 12.00 $ 1,200.00
11 5' Wide Concrete Walk (Includes 4" Concrete & 4" Sand S.F. 500 $ 2.50 $ 1,250.00
I Cushion)
12 Construct Sanitary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00
13 Rock Excavation C.Y. 130 $ 35.00 $ 4,550.00
I 14 Construct Sanitary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00
15 8" PVC SDR 26 L.F, 81 $ 26.00 $ 2,106.00
16 6" PVC SDR 26 L.F. 55 $ 18.00 $ 990.00
I 17 8x6Wye EA. 1 $ 175.00 $ 175.00
I SUBTOTAL SCHEDULE B $ 19,044.00
5% CONTINGENCIES $ 952.20
I SUBTOTAL WI 5% CONTINGENCIES $ 19,996.20
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 4,999.05
TOTAL SCHEDULE B $ 24,995.25
I SEGMENT 1 . 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.)
I SANITARY SEWER SCHEDULE C (CITY REPLACEMENn
1 Mobilization L.S. 1 $ 450.00 $ 450.00
2 Traffic Control L.S. 1 $ 175.00 $ 175.00
I 3 Sawcut Bituminous Surface L.F. 257 $ 3.00 $ 771.00
4 Remove Concrete Curb & Gutter L.F. 217 $ 2.50 $ 542.50
5 Bedding Material C.Y. 65 $ 10.00 $ 650.00
I 6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 517 $ 4.50 $ 2,326.50
7 Type 31 Bituminous Base Course Mix, 2 1/2" Thick S.Y. 517 $ 5.00 $ 2,585.00
I 8 Type 41 Bituminous Wear Course Mix, 1 1/2" Thick S.Y. 517 $ 4.00 $ 2,068.00
9 Bituminous Material for Tack Coat GAL 26 $ 2.00 $ 52.00
I 10 B618 Concrete Curb and Gutter L.F. 217 $ 12.00 $ 2,604.00
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I 11 5' Wide Concrete Walk (Includes 4" Concrete & 4" Sand S.F. 1085 $ 2.50 $ 2,712.50
Cushion)
12 Remove Sanitary Sewer Pipe (12" VCP) L.F. 188 $ 6.00 $ 1,128.00
I 13 Connect to Existing Sanitary Sewer EA. 1 $ 500.00 $ 500.00
14 Remove Existing Sanitary Manhole EA. 1 $ 750.00 $ 750.00
15 Construct Sanitary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00
I 16 8" PVC SDR 26 l.F. 188 $ 26.00 $ 4,888.00
I SUBTOTAL SCHEDULE C $ 23,702.50
5% CONTINGENCIES $ 1,185.13
SUBTOTAL WI 5% CONTINGENCIES $ 24,887.63
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 6,221.91
TOTAL SCHEDULE C $ 31,109.53
I
I
I
I
I
I
I
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION.. FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I SEGMENT 2. 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
STREET SCHEDULE A
1 Mobilization L.S. 1 $ 13,000.00 $ 13,000.00
I 2 Trafffic Control L.S. 1 $ 5,000.00 $ 5,000.00
3 Clearing and Grubbing L.S. 1 $ 3,000.00 $ 3,000.00
I 4 Sawcut Bituminous Surface L.F. 425 $ 3.00 $ 1,275.00
5 Remove Concrete Curb & Gutter L.F. 40 $ 3.50 $ 140.00
6 Mailbox Relocation L.S. 1 $ 500.00 $ 500.00
I 7 Common Excavation (Includes Bit. Removal) C.Y. 8470 $ 6.00 $ 50,820.00
8 Granular Borrow C.Y. 3700 $ 10.00 $ 37,000.00
I 9 Class 5 Aggregate Base (100% Crushed limestone, 8" Thick) S.Y. 23613 $ 4.50 $ 106,258.50
10 Type 31 Bituminous Base Course Mix, 2 1/2" Thick S.Y. 21046 $ 4.00 $ 84,184.00
I 11 Type 41 Bituminous Wear Course Mix, 1 1/2" Thick S.Y. 21046 $ 3.00 $ 63,138.00
12 Bituminous Material for Tack Coat GAL. 1160 $ 2.00 $ 2,320.00
13 B618 Concrete Curb and Gutter L.F. 9300 $ 7.50 $ 69,750.00
I 14 4" Concrete Walk (Includes 4" Sand Cushion) S.F. 21640 $ 2.50 $ 54,100.00
15 8' Bituminous Path (Includes 2" Type 41 Bituminous Wear S.Y. 3965 $ 8.50 $ 33,702.50
I Course &4" Class 5 Agg. 100% Crushed limestone)
16 Furnish & Plant Sugar Maple, 2 1/2" Cal 8 & 8 Tree EA. 90 $ 350.00 $ 31,500.00
17 Fumish & Plant Marschall Ash, 2 1/2" Cal B & B Tree EA. 90 $ 350.00 $ 31,500.00
I 18 Sodding Lawn Type, Includes 4" Topsoil S.Y. 10578 $ 2.75 $ 29,089.50
19 Install 1 1/4" PVC Conduit (Conduit to be Supplied by S.P.U.C.) L.F. 528 $ 5.25 $ 2,772.00
I 20 Street Lighting L.S. 1 $ 45,000.00 $ 45,000.00
21 4" Solid line - White Epoxy L.F. 8000 0.75 $ 6,000.00
$
I 22 4" Solid Double Line - Yellow Epoxy L.F. 4200 $ 1.50 $ 6,300.00
23 24" Stop Bar - White Epoxy L.F. 66 $ 10.75 $ 709.50
24 Pavement Markings EA. 1 $ 150.00 $ 150.00
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I 2003 RECONSTRUCTION - FEASIBILITY
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I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I 25 Modify Traffic Control Signal (County Road 17) L.S. 1 $ - $ 15,000.00
26 Silt Fence L.F. 200 $ 3.00 $ 600.00
I SUBTOTAL SCHEDULE A $ 692,809.00
5% CONTINGENCIES $ 34,640.45
I SUBTOTAL WI 5% CONTINGENCIES $ 727,449.45
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 181,862.36
I TOTAL SCHEDULE A $ 909,311.81
I SEGMENT 2. 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
STORM SEWER SCHEDULE B
1 Mobilization L.S. 1 $ 2,600.00 $ 2,600.00
I 2 Traffic Control L.S. 1 $ 1,000.00 $ 1,000.00
3 Connect to Existing Storm Sewer System EA. 2 $ 500.00 $ 1,000.00
I 4 Adjust Existing Storm Sewer Structures EA. 4 $ 750.00 $ 3,000.00
5 Bedding Material C.Y. 800 $ 10.00 $ 8,000.00
I 6 12" RCP Class V L.F. 264 $ 30.00 $ 7,920.00
7 15" RCP Class V L.F. 791 $ 32.00 $ 25,312.00
I 8 18" RCP Class III L.F. 750 $ 38.00 $ 28,500.00
9 24" RCP Class III L.F. 561 $ 42.00 $ 23,562.00
10 27" RCP Class III L.F. 36 $ 48.00 $ 1,728.00
I 11 30" RCP Class III L.F. 26 $ 52.00 $ 1,352.00
12 Construct Drainage Structure Design 2' x 3' EA. 12 $ 1,100.00 $ 13,200.00
I 13 Construct Drainage Structure Design 48-4020 EA. 10 $ 1,300.00 $ 13,000.00
14 F & I Casting Assembly EA. 8 $ 420.00 $ 3,360.00
15 27" Flared End Section wlTrash Guard EA. 1 $ 1,250.00 $ 1,250.00
I 16 30" Flared End Section wlTrash Guard EA. 1 $ 1,400.00 $ 1,400.00
I SUBTOTAL SCHEDULE B $ 136,184.00
5% CONTINGENCIES $ 6,809.20
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I 2003 RECONSTRUCTION - FEASIBILITY
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I 2003 RECONSTRUCTION. FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I SUBTOTAL W/5% CONTINGENCIES $ 142,993.20
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 35,748.30
I TOTAL SCHEDULE B $ 178,741.50
I SEGMENT 2. 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
SANITARY SEWER (KC HALL) SCHEDULE C
1 Mobilization loS. 1 $ 200.00 $ 200.00
I 2 Traffic Control L.S. 1 $ 100.00 $ 100.00
3 Reconstruct Outside Drop EA. 1 $ 1,000.00 $ 1,000.00
I 4 Remove Sanitary Sewer Pipe (All Sizes & Types) loF. 130 $ 6.00 $ 780.00
5 Connect to Existing Sanitary Sewer EA. 1 $ 500.00 $ 500.00
I 6 Construct Sanitary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00
7 Rock Excavation C.Y. 70 $ 35.00 $ 2,450.00
I 8 Bedding Material C.Y. 50 $ 10.00 $ 500.00
8" PVC SDR 26
9 loF. 130 $ 26.00 $ 3,380.00
I 10 6" PVC SDR 26 loF. 20 $ 18.00 $ 360.00
11 8x6Wye EA. 1 $ 175.00 $ 175.00
I SUBTOTAL SCHEDULE C $ 10,945.00
I 5% CONTINGENCIES $ 547.25
SUBTOTAL WI 5% CONTINGENCIES $ 11,492.25
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 2,873.06
TOTAL SCHEDULE C $ 14,365.31
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I 2003 RECONSTRUCTION. FEASIBILITY
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I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
I WA TERMAIN SCHEDULE D
1 Mobilization L.S. 1 $ 2,000.00 $ 2,000.00
I 2 Traffic Control L.S. 1 $ 800.00 $ 800.00
3 Connect to Existing Watermain EA. 5 $ 1,000.00 $ 5,000.00
4 Bedding Material C.Y. 1000 $ 10.00 $ 10,000.00
I 5 8" Water Main-Ductile Iron CI 52 L.F. 2655 $ 25.00 $ 66,375.00
6 6" Water Main-Ductile Iron CI 52 L.F. 291 $ 22.00 $ 6,402.00
I 7 Hydrant EA. 5 $ 1,800.00 $ 9,000.00
8 8" Gate Valve and Box Assembly EA. 2 $ 775.00 $ 1,550.00
I 9 6" Gate Valve and Box Assembly EA. 5 $ 600.00 $ 3,000.00
10 Watermain Fittings lBS 875 $ 1.50 $ 1,312.50
I 11 Rock Excavation C.Y. 1473 $ 35.00 $ 51,555.00
I SUBTOTAL SCHEDULE D $ 105,439.50
5% CONTINGENCIES $ 5,271.98
I SUBTOTAL W/5% CONTINGENCIES $ 110,711.48
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 27,677.87
I TOTAL SCHEDULE D $ 138,389.34
I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
RIGHT-OF-WA Y SCHEDULE E
SUBTOTAL SCHEDULE E $ 103,200.00
I 5% CONTINGENCIES $ 5,160.00
SUBTOTAL W/5% CONTINGENCIES $ 108,360.00
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 27,090.00
TOTAL SCHEDULE E $ 135,450.00
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I 2003 RECONSTRUCTION - FEASIBILITY
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I 2003 RECONSTRUCTION.. FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I
I SEGMENT 3. VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTlLITfES TO WESn
I STREET SCHEDULE A
1 Mobilization L.S. 1 $ 7,400.00 $ 7,400.00
2 Traffic Control L.S. 1 $ 3,000.00 $ 3,000.00
I 3 Clearing & Grubbing L.S. 1 $ 1,000.00 $ 1,000.00
4 Sawcut Bituminous Surface L.F. 120 $ 3.00 $ 360.00
I 5 Common Excavation C.Y. 2880 $ 6.00 $ 17,280.00
6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 5511 $ 4.50 $ 24,799.50
I 7 Type 31 Bituminous Base Course Mix, 2 1/2" Thick S.Y. 4822 $ 4.00 $ 19,288.00
8 Type 41 Bituminous Wear Course Mix, 1 1/2" Thick S.Y. 4822 $ 3.00 $ 14,466.00
I 9 Bituminous Material for Tack Coat GAL. 245 $ 2.00 $ 490.00
10 B618 Concrete Curb and Gutter LF. 2700 $ 7.50 $ 20,250.00
I 11 4" Concrete Walk (Includes 4" Sand Cushion) S.F. 6200 $ 2.50 $ 15,500.00
12 8' Bituminous Path (Includes 2" Type 41 Bituminous Wear S.Y. 1084 $ 8.50 $ 9,214.00
I Course &4" Class 5 Agg. 100% Crushed Limestone)
13 Furnish & Plant Sugar Maple, 2 1/2" Cal B & B Tree EA. 25 $ 350.00 $ 8,750.00
I 14 Furnish & Plant Marschall Ash, 2 1/2" Cal B & B Tree EA. 25 $ 350.00 $ 8,750.00
15 Sodding Lawn Type, Includes 4" Topsoil S.Y. 4172 $ 2.75 $ 11,473.00
16 Insta1l11/4" PVC Conduit (Conduit to be Supplied by S.P.U.C.) L.F. 80 $ 5.25 $ 420.00
I 17 Reconstruct Railroad Crossing L.S. 1 $ 80,000.00 $ 80,000.00
18 Railroad Signalization L.S. 1 $ 125,000.00 $ 125,000.00
I 19 Railroad Pavement Markings and Signage L.S. 1 $ 4,000.00 $ 4,000.00
20 Street Lighting L.S. 1 $ 12,000.00 $ 12,000.00
I 21 4" Solid Line - White Epoxy L.F. 1380 $ 0.75 $ 1,035.00
22 4" Solid Double Line - Yellow Epoxy L.F. 1275 $ 1.50 $ 1,912.50
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I 2003 RECONSTRUCTION - FEASIBILITY
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I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I 23 24" Stop Bar - White Epoxy L.F. 36 $ 10.75 $ 387.00
24 Pavement Markings EA. 1 $ 150.00 $ 150.00
I 25 Silt Fence L.F. 100 $ 3.00 $ 300.00
I SUBTOTAL SCHEDULE A $ 387,225.00
5% CONTINGENCIES $ 19,361.25
SUBTOTAL WI 5% CONTINGENCIES $ 406,586.25
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 101,646.56
TOTAL SCHEDULE A $ 508,232.81
I
SEGMENT 3. VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WESn
I STORM SEWER SCHEDULE 8
1 Traffic Control L.S. 1 $ 3,100.00 $ 3,100.00
I 2 Mobilization L.S. 1 $ 1,200.00 $ 1.200.00
3 Common Excavation C.Y. 5400 $ 6.00 $ 32,400.00
I 4 Rock Excavation C.Y. 3800 $ 15.00 $ 57,000.00
5 Bedding Material C.Y. 425 $ 10.00 $ 4,250.00
I 6 12" RCP Class V L.F. 72 $ 30.00 $ 2,160.00
7 15" RCP Class V l.F. 432 $ 32.00 $ 13,824.00
I 8 18" RCP Class III l.F. 400 $ 34.00 $ 13,600.00
9 24" RCP Class III l.F. 352 $ 42.00 $ 14,784.00
10 Storm Sewer Casing (Railraod Crossing) l.F. 30 $ 250.00 $ 7,500.00
I 11 Construct Drainage Structure Design 2' x 3' EA. 3 $ 1,100.00 $ 3,300.00
12 Construct Drainage Structure Design 48-4020 EA. 3 $ 1,300.00 $ 3.900.00
I 13 Construct Drainage Structure Design 54-4020 EA. 1 $ 1,800.00 $ 1,800.00
14 F & I Casting Assembly EA. 7 $ 420.00 $ 2,940.00
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I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL .
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
15 24" Flared End Section wlTrash Guard EA. 1 $ 1,250.00 $ 1,250.00
I
SUBTOTAL SCHEDULE B $ 163,008.00
I 5% CONTINGENCIES $ 8,150.40
SUBTOTAL WI 5% CONTINGENCIES $ 171,158.40
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 42,789.60
TOTAL SCHEDULE 8 $ 213,948.00
I
SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WEST)
I SANITARY SEWER SCHEDULE C
2,500.00
1 Traffic Control L.S. 1 $ 2,500.00 $
I 2 Mobilization L.S. 1 $ 1,000.00 $ 1,000.00
3 Connect to Existing Sanitary Sewer EA. 1 $ 500.00 $ 500.00
I 4 Construct Sanitary Sewer Manhole EA. 7 $ 1,500.00 $ 10,500.00
5 Rock Excavation C.Y. 1200 $ 35.00 $ 42,000.00
I 6 Bedding Material C.Y. 850 $ 10.00 $ 8,500.00
7 Sanitary Sewer Casing (Railraod Crossing) L.F. 30 $ 150.00 $ 4,500.00
I 8 8" PVC SDR 26 L.F. 2310 $ 26.00 $ 60,060.00
9 6" PVC SDR 26 L.F. 200 $ 18.00 $ 3,600.00
10 8x6Wye EA. 4 $ 175.00 $ 700.00
I
SUBTOTAL SCHEDULE C $ 133,860.00
I 5% CONTINGENCIES $ 6,693.00
SUBTOTAL WI 5% CONTINGENCIES $ 140,553.00
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 35,138.25
TOTAL SCHEDULE C $ 175,691.25
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I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRICE
I SEGMENT 3 - VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WEST)
WA TERMAIN SCHEDULE D
1 Traffic Control L.S. 1 $ 3,400.00 $ 3,400.00
I 2 Mobilization L.S. 1 $ 1,400.00 $ 1,400.00
3 Connect to Existing Watermain EA. 4 $ 1,000.00 $ 4,000.00
I 4 Bedding Material C.Y. 865 $ 10.00 $ 8,650.00
5 12" Water Main-Ductile Iron CI 52 L.F. 2559 $ 40.00 $ 102,360.00
I 6 6" Water Main-Ductile Iron CI 52 L.F. 30 $ 22.00 $ 660.00
7 Hydrant EA. 2 $ 1,800.00 $ 3,600.00
I 8 12" Gate Valve and Box Assembly EA. 4 $ 1,000.00 $ 4,000.00
9 6" Gate Valve and Box Assembly EA. 2 $ 600.00 $ 1,200.00
I 10 Watermain Fittings LBS 3330 $ 1.50 $ 4,995.00
11 Rock Excavation C.Y. 1294.5 $ 35.00 $ 45,307.50
I SUBTOTAL SCHEDULE D $ 179,572.50
I 5% CONTINGENCIES $ 8,978.63
SUBTOTAL WI 5% CONTINGENCIES $ 188,551.13
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 47,137.78
TOTAL SCHEDULE D $ 235,688.91
I SEGMENT 3 - VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WEST)
RIGHT.OF-WA Y SCHEDULE E
I SUBTOTAL SCHEDULE E $ 123,600.00
5% CONTINGENCIES $ 6,180.00
I SUBTOTAL WI 5% CONTINGENCIES $ 129,780.00
25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 32,445.00
I TOTAL SCHEDULE E $ 162,225.00
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 RECONSTRUCTION - FEASIBILITY
4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I
ITEM UNIT TOTAL
I NO. DESCRIPTION UNITS QTY. PRICE PRiCE
I
SEGMENT 4. CA VANAUGH DRiVE & ViKiNG STEEL RD N. of R.R. (RECLAIM & RESURFACE)
I STREET SCHEDULE A
1 Traffic Control L.S. 1 $ 900.00 $ 900.00
I 2 Mobilization L.S. 1 $ 360.00 $ 360.00
3 Reclaim Bituminous Material (All Depths) S.Y. 4495 $ 2.00 $ 8,990.00
I 4 Class 5 Aggregate Base (100% Crushed Limestone, 4" Thick) S.Y. 4750 $ 2.25 $ 10,687.50
5 Type 31 Bituminous Base Course Mix, 2" Thick S.Y. 4495 $ 3.25 $ 14,608.75
I 6 Type 41 Bituminous Wear Course Mix, 11/2" Thick S.Y. 4495 $ 3.00 $ 13,485.00
7 Street lighting L.S. 1 $ 9,000.00 $ 9,000.00
I SUBTOTAL SCHEDULE A $ 58,031.25
I 5% CONTINGENCIES $ 2,901.56
SUBTOTAL Wi 5% CONTINGENCIES $ 60,932.81
I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 15,233.20
TOTAL SCHEDULE A $ 76,166.02
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I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 STREET RECONSTRUCTION - FEASIBILITY
I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I SEGMENT 1 - 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.)
I STREET
SUBTOTAL STREET $ 25,136.50
I 5% CONTINGNECIES $ 1,256.83
SUBTOTAL W/5% CONTINGENCIES $ 26,393.33
I 25% ADMINISTRATION AND ENGINEERING FEES $ 6,598.33
TOTAL ESTIMATE FOR STREET $ 32,991.66
I AMOUNT OF STREET TO BE ASSESSED
I 25% TOTAL ESTIMATE FOR STREET $ 8,247.91
I KUBES PROPERTY SANITARY SEWER
SUBTOTAL SAN IT ARY SEWER $ 17,879.00
I 5% CONTINGNECIES $ 893.95
SUBTOTAL W/5% CONTINGENCIES $ 18,772.95
I 25% ADMINISTRATION AND ENGINEERING FEES $ 4,693.24
TOTAL ESTIMATE FOR SANITARY SEWER $ 23,466.19
I AMOUNT OF SANITARY SEWER TO BE ASSESSED
100% TOTAL ESTIMATE FOR SANITARY SEWER $ 23,466.19
I
SUBTOTAL SANITARY SEWER SERVICE $ 1,165.00
I 5% CONTINGNECIES $ 58.25
SUBTOTAL W/5% CONTINGENCIES $ 1,223.25
I 25% ADMINISTRATION AND ENGINEERING FEES $ 305.81
TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 1,529.06
I AMOUNT OF SANITARY SEWER SERVICE TO BE ASSESSED
100% TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 1,529.06
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 STREET RECONSTRUCTION - FEASIBILITY
I 4TH A VENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I
I CITY SANITARY SEWER
SUBTOTAL SANITARY SEWER $ 23,702.50
5% CONTINGNECIES $ 1,185.13
I SUBTOTAL W/5% CONTINGENCIES $ 24,887.63
25% ADMINISTRATION AND ENGINEERING FEES $ 6,221.91
I TOTAL ESTIMATE FOR SANITARY SEWER $ 31,109.53
I AMOUNT OF SANITARY SEWER TO BE PAID
100% BY SANITARY SEWER ENTERPRISE FUND $ 31,109.53
I
I GRAND TOTAL ASSESSMENTS FOR SEGMENT 1
4TH AVE - NAUMKEAG ST. TO MARSCHALL RD. $ 33,243.16
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I 2003 RECONSTRUCTION - FEASIBILITY
I
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I
I 2003 STREET RECONSTRUCTION. FEASIBILITY
4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
SEGMENT 2 . 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.)
I STREET
SUBTOTAL STREET (LOCAL EQUIVA.ENT) S 442,030.33
5% CONTINGNECIES S 22,101.52
I SUBTOTAL WI 5% CONTINGENCIES S 464,131.85
25% ADMINISTRATION AND ENGINEERING FEES S 116,032.96
TOTAL ESTIMATE FOR STREET S 580,164.81
I AMOUNT OF STREET TO BE ASSESSED
25% TOTAL ESTIMATE FOR STREET $ 145,041.20
I SIDEWALK
SUBTOTAL SIDEWALK S 54,100.00
I 5% CONTINGNECIES S 2,705.00
SUBTOTAL WI 5% CONTINGENCIES $ 56,805.00
25% ADMINISTRATION AND ENGINEERING FEES S 14,201.25
TOTAL ESTIMATE FOR SIDEWALK $ 71,006.25
I AMOUNT OF SIDEWALK TO BE ASSESSED
100% TOTAL ESTIMATE FOR SIDEWALK $ 11,006.25
I CURB & GUTTER
SUBTOTAL CURB & GUTTER $ 69,750.00
I 5% CONTINGNECIES $ 3.487.50
SUBTOTAL WI 5% CONTINGENCIES $ 73,237.50
25% ADMINISTRATION AND ENGINEERING FEES S , 8.309.38
TOTAL ESTIMATE FOR CURB & GUTTER $ 91,546.88
I AMOUNT OF CURB & GUTTER TO BE ASSESSED
100% TOTAL ESTIMATE FOR CURB & GUTTER $ 91,546.88
I KC HALL PROPERTY SANITARY SEWER
SUBTOTAL SANITARY SEWER $ 10,410.00
I 5% CONTINGNEC1ES $ 520.50
SUBTOTAL WI 5% CONTINGENCIES S 10,930.50
25% ADMINISTRATION AND ENGINEERING FEES $ 2,732.63
I TOTAL ESTIMATE FOR SANITARY SEWER $ 13,663.13
AMOUNT OF SANITARY SEWER TO BE ASSESSED
50% TOTAL ESTIMATE FOR SANITARY SEWER $ 6,831.56
I
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 STREET RECONSTRUCTION - FEASIBILITY
4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I AMOUNT OF SANITARY SEWER TO BE PAID
50% BY SANITARY SewER ENTERPRISE FUND $ 6,831.56
SUBTOTAL SANITARY SEWER SERVICE $ 535.00
I 5% CONTINGNECIES $ 26.75
SUBTOTAL WI 5% CONTINGENCIES $ 561.75
25% ADMIN/STRA TION AND ENGINEERING FEES $ 140.44
I TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 702.19
AMOUNT OF SANITARY SEWER SERVICE TO BE ASSESSED
100% TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 702.19
I
STORM SEWER
I SUBTOTAL STORM SEWER $ 136,184.00
5% CONTINGNEC/ES $ 6,809.20
SUBTOTAL WI 5% CONTINGENCIES $ 142.993.20
25% ADMINISTRATION AND ENGINEERING FEES $ 35,748.30
I TOTAL ESTIMATE FOR STORM SEWER $ 178,741.50
AMOUNT OF STORM SEWER TO BE ASSESSED
I 25% TOTAL ESTIMATE FOR STORM SEWER $ 44,685.38
WATERMAIN
SUBTOTAL WA TERMAIN $ 105.439.50
I 5% CONTINGNECIES $ 5,271.98
SUBTOTAL WI 5% CONTINGENCIES $ 110,711.48
25% ADMINISTRATION AND ENGINEERING FEES $ 27.677.87
TOTAL ESTIMATE FOR WATERMAIN $ 138,389.34
I AMOUNT OF WATERMAIN TO BE ASSESSED
100% TOTAL ESTIMATE FOR WATERMAIN $ 138,389.34
I RIGHT OF WA Y ACQUISITION
SUBTOTAL R/GHT OF WAY $ 103.200.00
5% CONTlNGNECIES $ 5,160.00
I SUBTOTAL WI 5% CONTINGENCIES $ 108,360.00
25% ADMINISTRATION AND ENGINEERING FEES $ 27.090.00
TOTAL ESTIMATE FOR RIGHT OF WAY $ 135.450.00
I AMOUNT OF RIGHT OF WAY TO BE PAID
100% BY CITY FUNDS $ 135,450.00
I
GRAND TOTAL ASSESSMENTS FOR SEGMENT 2
I 4TH AVE - MARSCHALL RD. TO SHENANDOAH DR. $ 498,202.80
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I ASSESSMENT ROLL FOR - 4TH A VENUE - MARSCHALL RD. TO SHENANDOAH DR.
MARCH, 2003
I "Assessable Front Footage is for Street, Curb & Gutter, Sidwalk and Storm Sewer Assessments
Assessable Street Curb & Gutter Sidewalk Sanitary Sewer Storm Sewer Watermain Watermain Total
PID# Owner Leaal Descriotion Front Foot" Assessment Assessment Assessment Assessment Assessment Front Foot Assessment Assessment
27-087008-0 E 4th Professional Bldg LOT 4 BLK 2
1407 Vierling Dr E FURRIES 2ND ADDN 190.00 $ 3,808.91 $ 2,404.10 $ 1,864.69 $ - $ 1,173.48 0.00 $ - $ 9,251.18
I Ste 120
Shakooee, Mn. 55379
27-906018-0 Shakopee 62 Partnership SECT-06 TWP-115 RNG-022 E 321' OF N 333' OF W 3/4
Heartland Bank OF NW1/4 SE1/4 323.97 $ 6,494.60 $ 4,099.25 $ 3,179.49 $ - $ 2.000.90 0.00 $ - $ 15,774.24
I 14125 Clayton Rd
Chesterfield, MO 63017-8355
27-036048-0 Shako pee Village Homes Assoc Lot 1 Block 9
316112 Shawnee Trl Patricia's 1 st Addn 136.82 $ 2.742.82 $ 1,731.21 $ 1,342.77 $ - $ 845.03 0.00 $ - $ 6,661.83
I Shakooee,Mn. 55379
27-036049-0 Shako pee Village Homes Assoc Lot 1 Block 10
316112 Shawnee Trl Patricia's 1st Addn 128.25 $ 2,571.02 $ 1,622.77 $ 1,258.66 $ - $ 792.10 0.00 $ - $ 6,244.55
Shakooee, Mn. 55379
27-199009-0 Klingelhutz Development Common Elements
I 350 Hwy 212 E CIC #1024 Prairie Bend 150.21 $ 3,011.25 $ 1,900.63 $ 1,474.18 $ - $ 927.73 0.00 $ - $ 7,313.79
Chaska, MN 55318
27-906028-2 William A & Renelda Hauer SECT-06 TWP-115 RNG-022 E5/8 N1/2 SE1/4
14264 AV E COM 1310.46' W OF NE COR, E 149.44', 155.22 $ 3,111.68 $ 1,964.03 $ 1,523.35 $ - $ 958.67 0.00 $ - $ 7,557.73
I Shakooee, Mn. 55379 SE 210.35',SE 294.16',SW 416.54N 400' TO POB
27-906052-0 JLD Investments LLC SECT-06 TWP-115 RNG-02216.9A IN SE1/4
6285 170 ST E NE1/4 S OF RR 876.65 $ 17,574.12 $ 11,092.41 $ 8,603.57 $ 5,414.37 0.00 $ 5,592.21 $ 48,276.69
Prior Lake, MN 55372
I 27-906054-0 The Kelley Family L TD Partnership SECT-06 TWP-115 RNG-022 P/O SE1/4
930 Pleasant ave s NE1/4 LYING S OF RR & E OF LINE COM 450.9' 338.93 $ 6,794.50 $ 4,288.54 $ 3,326.31 $ - $ 2,093.30 0.00 $ 1,118.44 $ 17,621.09
Bloominaton, MN 55420 W OF ELINE, SE 328',S TO S LINE EX .25A
27-905021-0 United Land LLC SECT-05 TWP-115 RNG-022 P/O N1/2 S OF
3500 80 ST W RR (EX 1.2A) (EXE1/2 NE1/4) & (EX W 1234.91' 2524.51 $ 50,608.63 $ 31,943.07 $ 24,775.92 $ - $ 15,591.88 2524.51 $ 80,671.97 $ 203,591.47
I Bloominaton, MN 55420 OF NW1/4 EX S 639.08')
27-905018-0 Shako pee Council 1685 Home SECT-05 TWP-115 RNG-022 N 499.7'
17604 Ave E OF NW1/4 SW1/4 ES 975' 329.60 $ 6,607.46 $ 4,170.49 $ 3,234.74 $ 7,533.75 $ 2,035.68 359.60 $ 11,491.20 $ 35,073.32
Shakooee, Mn. 55379
I 27-905020-0 Shako pee Cemetery Assoc SECT-05 TWP-115 RNG-022 7.70 IN
1191/21AveE NW1/4 SW1/4 0.00 $ - $ - $ - $ - $ - 0.00 $ - $ -
Shakooee, Mn. 55379
27-214081-0 Pinewood Estate Homeowners Asn Lot O-L Block B
606 Barrington DR CI C #1038 Pinewood Estates 256.63 $ 5,144.64 $ 3,247.18 $ 2,518.61 $ - $ 1,585.DO 256.63 $ 8,200.74 $ 20,696.17
I Shakooee, Mn. 55379
27-214080-0 Pinewood Estate Homeowners Asn Lot L Block A
606 Barrington DR CIC #1038 Pinewood Estates 340.00 $ 6,815.95 $ 4,302.08 $ 3,336.81 $ - $ 2,099.91 340.00 $ 10,864.87 $ 27,419.62
Shakooee, Mn. 55379
I 27-117001-0 Charles W Fuller Lot 1 Block 1
2400 4 Ave E Prahmcoll1 st Addition 639.95 $ 12,829.02 $ 8,097.40 $ 6,280.56 $ - $ 3,952.46 639.95 $ 20,449.92 $ 51,609.37
Shakooee, Mn. 55379
27-206040-0 Marlys L Flanigan Unit 40 27206
I 1502 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakooee,MN 55379
27-206037-0 Melvin A &Dorothy B Malz Unit 37 27206
1504 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ $ 1,081.86
Shakooee,MN 55379
I 27-206038-0 David W & Marion N Morison Unit 38 27206
1506 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206039-0 David H & Linda J Indrehus Unit 39 27206
I 1508 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206036-0 Mary J Lilly Unit 36 27206 .
15104thAveE Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
I Shakooee,MN 55379
27-206033-0 Kristin & William Henak Unit 33 27206
1512 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 S - $ 137.23 O.DO $ $ 1,081.86
Shakopee,MN 55379
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 27-206034-0 Leonard & Paula Frohnauer Unit 34 27206
1514 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 :I 445.43 :I 281.14 $ 218.06 $ - :I 137.23 0.00 :I - $ 1,081.86
Shakooee,MN 55379
I 27-206035-0 Howard Cichy Unit 35 27206
1516 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 :I 445.43 $ 281.14 $ 218.06 $ - :I 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206029-0 Jo E & Raymond D Crooks Unit 29 27206
I 1518 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206032-0 Elouise M Solum Unit 32 27206
1520 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 :I 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
I 27-206028-0 Elllen A Garlock Unit 28 27206
1524 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445,43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206023-0 Margaret M Jansen Unit 23 27206
I 1526 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 $ 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
Shakooee,MN 55379
27-206024-0 David L & Marilyn J Perkins Unit 24 27206
1528 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.43 :I 281.14 $ 218.06 $ - $ 137.23 0.00 $ - $ 1,081.86
I Shakooee,MN 55379
27-206005-0 Canterbury pointe Condo Assn Unit 5 27206
Gassen Company 22.22 $ 445.44 :I 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
7275 Bush Lake Rd Plat-27206 CIC 1030 Canterbury Pointe
I Edina, MN 55439
27-206006-0 Bernice J Brasket Unit 6 27206
402 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ . $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206007-0 Joseph & Virginia Semrad Unit 7 27206
I 404 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.D7 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206008-0 Margery A Mortland Unit 8 27206
406 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
I Shakooee,MN 55379
27-206017-0 James L & Janet L Drabek Unit 17 27206
408 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206018-0 Myrna L Thompson Unit 18 27206
410 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 :I - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206013-0 Blythe Grunke Unit 13 27206
412 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
I Shakooee,MN 55379
27-206014-0 Louise R Braun Unit 14 27206
414 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206015-0 Joseph F & Gretchen A Helkamp Unit 15 27206
416 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206016-0 Laura L & Viggo Sorensen Unit 16 27206
418 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
I Shakooee,MN 55379
27-206019-0 Edward D Elgethun Unit 19 27206
420 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 :I 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206020-0 Harley H & Donna R Gunderson Unit 20 27206
422 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281,15 $ 218.07 $ $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206021-0 Anna S Moldestad Unit 21 272206
I 424 Sarazin SI. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206022-0 Allan & Darlene Grow Unit 22 27206
426 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281,15 :I 218.07 :I $ 137.24 0,00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206025-0 Gilbert W & Stella T Oelfke Unit 25 27206
428 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
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I 2003 RECONSTRUCTION - FEASIBILITY
I
I 27-206026-0 Kethleen R Anderson Unit 26 27206
430 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206031-0 Gregory W Dummer Unit 31 27206
432 Sarazin 5t Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206030-0 James P & Marlene M Gabrelcik Unit 30 27206
434 Sarazin 5t Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ $ 137.24 0.00 $ - $ 1,081.90
I Shakooee,MN 55379
27-206011-0 Betty M Moldenhauer Unit 11 27206
436 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206012-0 Kenneth W & Carol A Frey Unit 12 27206
438 Sarazin St. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206009-0 Clement F & Teresa E Gerold Unit 9 27206
I 440 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206010-0 Joyce E Stein Unit 10 27206
442 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
I 27-206002-0 Joyce M Peterson Unit 2 27206
444 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206003-0 Lucille J Leaveck Unit 3 27206
I 446 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
Shakooee,MN 55379
27-206004-0 Kathleen H Hoffman
448 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 445.44 $ 281.15 $ 218.07 $ - $ 137.24 0.00 $ - $ 1,081.90
I Shakooee,MN 55379
Totals -> 7,235.09 $ 145,041.20 $ 91,546.87 $ 71,006.25 $ 7,533.75 $ 44,685.37 4,120.69 $ 138,389.34 $ 498,202.80
I Total Street Assessment = $ 145,041.20 Total Storm Sewer Assessment = $ 44,685.38
Street Assessment Per Front Foot = $ 20.05 Storm Sewer Assessment Per Front Foot = $ 6.18
Total Curb & Gutter Assessment = $ 91,546.88 Total Watermain Assessment = $ 138,389.34
I Curb & Gutter Assessment Per Front Foot = $ 12.65 Total Watermain Hydrant Assessment (Required by Zoning) = $ 6,710.65
Total Watermain Assessment minus Hydrant Assessment = $ 131,678.69
Total Sidwalk Assessment = $ 71,006.25 Total Watermain Assessment Per Front Foot = $ 31.96
Sidewalk Assessment Per Front Foot = $ 9.81
I Total Sanitary Sewer Assessment = $ 6,831.56
Sanitary Sewer Service Assessment = $ 702.19
Total Assessment = $ 498,202.80
I
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I
I
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
I 2003 STREET RECONSTRUCTION - FEASIBILITY
4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WES7J
STREET
SUBTOTAL STREET (LOCAL EQUIVALENT) $ 169,011.00
I 5% CONTINGNECIES $ 6,450.55
SUBTOTAL W/5% CONTINGENCIES $ 177,461.55
25% ADMINISTRATION AND ENGINEERING FEES $ 44,365.39
I TOTAL ESTIMATE FOR STREET $ 221,626.94
AMOUNT OF STREET TO BE ASSESSED
I 100% TOTAL ESTIMATE FOR STREET $ 221,826.94
I SANITARY SEWER
SUBTOTAL SANITARY SEWER $ 133,660.00
5% CONTlNGNECIES $ 6,693.00
SUBTOTAL W/50/0 CONTINGENCIES $ 140,553.00
I 25% ADMINISTRATION AND ENGINEERING FEES $ 35,138.25
TOTAL ESTIMATE FOR SANITARY SEWER $ 175,691.25
I AMOUNT OF SANITARY SEWER TO BE ASSESSED
100% TOTAL ESTIMATE FOR SANITARY SEWER $ 175,691.25
I
I
I
I
I
I
I
I
I 2003 RECONSTRUCTION. FEASIBILITY
I
I 2003 STREET RECONSTRUCTION - FEASIBILITY
4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I SEGMENT 3. VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WES7J
STORM SEWER
SUBTOTAL STORM SEWER $ 66,108.00
I 5% CONTINGNECIES $ 3,305.40
SUBTOTAL WI 5% CONTINGENCIES $ 69,413.40
25% ADMINISTRATION AND ENGINEERING FEES $ 17,353.35
I TOTAL ESTIMATE FOR STORM SEWER $ 86,766.75
AMOUNT OF STORM SEWER TO BE ASSESSED
I 100% TOTAL ESTIMATE FOR STORM SEWER $ 86,766.75
'SUBTOTAL STORM SEWER (POND CONSTRUCTION)
$ 96,900.00
5% CONTINGNECIES $ 4,845.00
I SUBTOTAL WI 5% CONTINGENCIES $ 101,745.00
25% ADMINISTRATION AND ENGINEERING FEES $ 25,436.25
TOTAL ESTIMATE FOR STORM SEWER (POND CONSTRUCTION) $ 127,181.25
I AMOUNT OF STORM SEWER (POND CONSTRUCTION) TO BE PAID
100% BY STORM SEWER ENTERPRISE FUND $ 127,181,25
I WA TERMAIN
SUBTOTAL WATERMAIN $ 179,572.50
I 5% CONTlNGNECIES $ 8,978.63
SUBTOTAL WI 5% CONTINGENCIES $ 188,551.13
25% ADMINISTRATION AND ENGINEERING FEES $ 47,137.78
TOTAL ESTIMATE FOR WATER MAIN $ 235,688.91
I AMOUNT OF WATERMAIN TO BE ASSESSED
100% TOTAL ESTIMATE FOR WATERMAIN $ 235,688,91
I RIGHT OF WA Y ACQUISITION
SUBTOTAL RIGHT OF WAY $ 123,600.00
I 5% CONTINGNECIES $ 6,180.00
SUBTOTAL WI 5% CONTINGENCIES $ 129,780.00
25% ADMINISTRATION AND ENGINEERING FEES $ 32,445.00
I TOTAL ESTIMATE FOR RIGHT OF WAY $ 162,225.00
AMOUNT OF RIGHT-OF-WAY TO BE ASSESSED
I 100% TOTAL ESTIMATE FOR RIGHT.OF-WAY $ 162,225.00
GRAND TOTAL ASSESSMENTS FOR SEGMENT 3
I VIKING STEEL RD (4TH AVE. TO UNION PAC. R.R. & UTILITIES TO W.) $ 882,198.84
I
I 2003 RECONSTRUCTION - FEASIBILITY
I
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4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE
I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS:
I SEGMENT 4 - CA VANAUGH DRIVE & VIKING STEEL RD N. of R.R.
STREET
I SUBTOTAL STREET $ 58,031.25
10% CONTINGNECIES $ 5,803.13
SUBTOTAL W/10% CONTINGENCIES $ 63,834.38
I 25% ADMINISTRATION AND ENGINEERING FEES $ 15,958.59
TOTAL ESTIMATE FOR STREET $ 79,792,97
I AMOUNT OF STREET TO BE ASSESSED
25% TOTAL ESTIMATE FOR STREET $ 19,948.24
I GRAND TOTAL ASSESSMENTS FOR SEGMENT 4
CAVANAUGH DRIVE & VIKING STEEL RD $ 19,948.24
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FEASIBILITY REPORT 0(SCtrl(1)8T: """ OATt: lUIIOt ""',
I X VIKING STEEL ROAD
SHAKOPIElE PROPOSED STREET AND STORM SEWER 0ItA_tt: a'" P'RO.E:cr NO:
BRUt( A l.ONEY 17S90
Cl:oMHNI'IDSICI- 0... Req. No. QtCQCtD frt: .... s><((l xc...
I RIGHT OF WA Y MAP OF FOURTH A VENUE
I N LINE OF' THE NW 1/4 OF' THE SHAKOPEE, MINNESOTA
OF SEC 6 T 115 R 22 AND CEN
AS TRAVELED
I /~. .if
,,}, , :. 27-036-0480
.." 27-036-04VO .ft =~~~. INC. POINT WHERE CENTERLINE AS TRAVELED
'" $HAICOPEE 'ALACE ~" AND SECTION LINE INTERSECT
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l.) Parcel 9 ;7':= E LINE OF' THE NE
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I I I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
I BY ME OR UNDER MY DIRECT SUPERVISION AND THAT r
I AM A DULY REGISTERED LAND SURVEYOR UNDER I GRAPHIC SCALE
\._O'uv. THE LAWS OF THE STA T~TA ~
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STEVEN V. ISCHE
DATE. .3/11/0.3 REG. NO. 2270.3 ~B .,~"'-___~~
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WSB WSB & Associates, Iflc.
4150 Olsoll Memorial Highway, #300
Milllleapolis, MN 55422
I (763) 541-4800
& Associates. Inc. (763) 541-1700 (fax)
I Memorandum
To: Bruce Loney, P.E.
I Public Works Director
City of Shakopee
I From: Chuck Rickart, P.E., P.T.O.E.
Transportation Engineer
I Date: March 13, 2003
Re: Viking Steel Road
I Feasibility Report - Traffic
WSB Project No. 1281-20
I As you requested, we have reviewed the future traffic projections for Viking Steel Road between
I CSAH 101 and 4th Avenue in conjunction with the proposed street improvements. The current
City Transportation Plan indicates that the 2020 traffic volume would be 700 vehicles per day
(vpd) on this segment of Viking Steel Road. The Transportation Plan also indicated that the
1996 traffic volume was also 700 vpd. After a short investigation, it was found that there was a
I typo on the map and that the 2020 traffic volume should have been 1,700 vpd.
The original modeling was conducted in 1998. Since that time, there have been several land-use
I changes and/or potential land-use changes in this area. With those anticipated land uses, a new
scenario was developed with an increase in traffic generation for this area. Based on that
additional traffic generation, the following revised traffic volumes will be anticipated in the year
I 2020.
r-_'_"_'"_"~"'_'M'_____'___''''''''____'M'_'''_'''''_''_'.____.....___...........__..,....___.........................................._..........._....._.._......M..~.._.._._....,
. .
. .
. .
I I Traffic Projections for 2020 I
. .
, '
. .
r-Vila;;g-S-t-eelRoa~C--.--...._.------------...-.-._-.-..----.r.-2~800-~(r.-.--.....l
t~~~~}~~~~!-tf~t~rt.f:.~~~~l&~~~:~r:::~:~~~-~~~:::::::::::]
I The distribution of this traffic between CSAH 101 and 4th Avenue was also reviewed. It was
I found that of the 2,800 vpd, 1,100 vpd was destined for CSAH 101 and 1,700 vpd was destined
for 4th A venue.
I Based on these projected traffic volumes, a 36th foot, two-lane street with no parking on Viking
Steel Road would be adequate. Fourth A venue traffic could be accommodated with a 42 or 44
foot, three-lane street section with no parking.
I
I C:\Documents and Settings\BLoney\Local Settings\Temporary Internet
Files\OLK4D3\031303 bl.doc
I Bruce Loney, P.E.
Public Works Director
I March 13, 2003
Page 2 of2
I Viking Steel Road is currently designated as a collector street in the City's Transportation Plan.
With the connection from CSAH 101 to CSAH 16 (via Sarazin Street), I would recommend that
I this designation be maintained.
If you have any questions or need any additional information on these findings, please feel free
I to contact me at (763) 287-7183.
sm
I
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I
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I
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I
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I
I C:\Documents and Settings\BLoney\Local Settings\Temporary Internet Files\OLK4D3\031303 bl.doc
I
I SHAKO PEE PUBLIC UTILITIES
MEMORANDUM
I
TO: Bruce Loney, Public Works Director
I FROM: Joseph D. Adams, Planning & Engineering Manager
I SUBJECT: CITY PROJECT 4TH AVE, SARAZIN ST AND CAVANAUGH DR
DATE: March 13, 2003
I Here is what I have so far, let me know what you think and how you would like this info
I structured. I can come up with some exhibits if you like early next week.
After reviewing our facilities in the project area, I have come to the following
conclusions:
I 1. The estimated cost to relocate all of the overhead electric lines, poles and
I attachments is approximately $75,000. This cost could be lower depending on a
number of factors.
2. For instance, if the city storm water pond to be located between Cavanaugh Drive
I and the power line located north of the railroad can be configured such that there
is between 12 and 15 feet of relatively flat ground north ofthe power poles, we
will still be able to access those poles without entering the railroad right of way
I and will not have to move them. This would reduce the cost by approximately
$10,000.
3. Along Sarazin Street (aka Viking Steel Road), it appears the poles wi11line up in
I between the new curb and sidewalk approximately two feet off the sidewalk. If
so, then these poles will not have to be moved (assuming the road design speed
will allow the poles to be less than 10 feet behind the curb). This would reduce
I the cost by approximately $10,000.
4. Along 4th Avenue, it appears the poles wi11line up on the street side of the
bituminous trail approximately one to two feet into the trail. These poles will
I have to be relocated. They could be slid over so that they end up between the
curb and the trail approximately two feet off of the trail. This assumes the design
speed of 4th Avenue will allow the poles to be less than 10 feet behind the curb.
I Note: The issue of the road design speed and clear zone areas also came up on the
reconstruction of CSAH 16 in 1996, where the design speed dictated fixed objects such
I as power poles be outside of a designated clear zone, which was I believe a minimum of
10 feet behind a 4-inch high curb.
I To summarize, the cost to relocate the facilities and keep them overhead will cost
between $55,00 and $75,000.
I
I
I
I
I also looked at the cost to underground all ofthe facilities in the project area.
I 1. The total cost to place electric facilities underground would be approximately
$250,000. To place the cable underground and install the necessary pad mount
I equipment, we would require a minimum of a 10 foot utilities easement adjacent
to the right of way on 4th Avenue and Sarazin Street.
I Note: This would not include the cost to convert the existing overhead services, which
would be the individual customer's responsibility. These costs can vary widely
I depending on the type of service and I have not estimated them as of yet. The customers
affected by this would be the single family house on the south side of 4th Avenue next to
Roundhouse Street, the tap to Northland Forest Products off 4th Avenue, the tap to the KC
I Hall on 4th A venue, the tap to Kelly Fuels south of Cavanaugh drive and possibly the tap
to Rubber Industries and Northland Forest Products off of Cavanaugh Drive.
I Finally, I looked at installing street lighting in the project area to meet the current adopted
City/SPUC Street Lighting Policy. A decision needs to be made on the type of light pole
I to install on 4th Avenue because it has different zoning on either side of the street,
residential (40 foot wood poles) on the south and industrial (34 foot fiberglass poles) on
the north. Since Sarazin Street and Cavanaugh Drive are totally within the industrial
I zone, I have only looked at the standard pole type (34 foot fiberglass) per policy for those
areas.
I 1. If street lights were added to the existing or relocated power poles, the spacing
would not be in exact compliance with the policy. It would cost approximately
$500 per light to install on a power pole. Installing freestanding wood light poles
I would cost approximately $1,000 per light. Assuming we would install street
lights on alternating sides ofthe street throughout the project (half on power poles
and half on freestanding poles), the cost of this alternative for 4th Avenue would
I be approximately $11,500.
2. If the power poles along 4th A venue are to be removed and the power lines placed
underground, then installing street lights similar to those in other areas ofthe
I industrial park on alternating sides ofthe street would cost approximately $3,000
each, for a total of$45,000.
3. Along Sarazin Street, assuming the power poles would stay where they are, we
I could install the street lights all on the opposite (east) side of the street at a cost of
approximately $3,000 each for a total of$12,000.
4. Along Cavanaugh Street we would be able to install the street lights on alternating
I sides, assuming the power poles stay by the railroad tracks on the south side ofthe
storm water pond. These street lights would cost approximately $3,000 each for a
totalof$9,000.
I To summarize, street lighting improvements throughout the project area will cost
between $32,500 and $67,000 depending on the style of light preferred.
I
I
12/19./2002 13:47 FAX 4521826 l~~l^N! !~~!!~~'A~~~CV ~---
I
I ALLIED TEST D~ILLlNG COMPANY
I 4000 Beau D'Rue Dri~e. Eagan, Minnesota 55122
Telephone: 651 452-6913 . FaX: 651 452-1826
Geoteohnioal Services . Commercial, Residential and Munioipal
I .
I
December 19,2002 0"
I "!
Post-it" Fax Note 7671 Dale I #01... S
Mr. Ray Ruska pages . ,
City of Sakopee To From
I 129 South Holmes Street Co.lDept. Co.
Shakopee, Minnesota55379 Phone it Phone #
Subj: Geotech n ical Investigation Fax/l ,
I
Viking Steel Road , ~
Shakopee, Minnesota l
Allied Project No. 02110 i
I I
. Dear Mr. Ruska, I
I
I Allied Test Drilling Company has completed subsurface exploration work. for Viking Steel Road I
between 4th Avenue East and the railroad tracks to the north and along the access road to I
I Rubber Industries to the north of the same tracks in Shakopee, Minnesota. On December 17, I
2002, we drilled four (4) borings with our truck-mounted CME-55 drilling rig at sites you selected i
as drilling took place. We used the Flight Auger (FA) method described in ASTM D: 1452-80.
I Boring identifiers and other characteristics are listed in the following table. The City of Shakopee !
has available location maps and elevations for these borings. ,
i
i
I
Boring Water Cave-in i
Depth i
I ID Depth Depth I
B-1 7 Dry 5.2
!
B-2 3.5 Dry 2.2 !
I I
B-3 4 Dry 2.2 !
B-4 9 ON 6.2 !
I
I ,
As the samples were obtained in the field, they were visually and manually classified. :
Representative portions of the samples were then sealed in soil jars and returned to the laboratory I
I for further examination and verification of the field classification. Soils found at the locations of the .
test borings are presented below in the following tables. In addition to the uses classification, I
recovered samples, which would comprise the subgrade, were also visually classified according
I to AASHTO M145, Classification of Soils for Highway Construction purposes. Soil descriptions are
presented in the next table.
Once the identifiable topsoil and other organic soils such as found at the locations of borings 8-3
I and 8-4 has been stripped, the immediate subgrade materials at the locations of the borings
would be classified as an AASHTO A-2-4 (silty sand) to an AASHTO A-3 (poorly graded sand)
material. Silty clay or sandy clay such as found at the location of boring B-1 would be classified
I as AASHTO A-8 materials The corresponding R-values for MSHTO A-3, A-2-4, and A-6 materials
I
I
12/19/2002 13:47 fAA 4a~1~~o J.1~~J.^I~.I. .1.1:.,;).1. .I.""" IU........w.v ~......-
I
GeotechnIcal Investigation Page 2
I Viking Steel Road
Shakopee, Minnesota
Allied Project No. 02047
December 19, 2002
I are R-70, R-30 (to R-70), and R-12, respectively.
I Boring Depth
Range (in Soils
ID feet)
I 0-0.5 Gravel road base
0.5 - 3 SILTY SAND with a trace to a little clay and a trace of gravel; brown; dry (SP -
SM) ,
I B-1 3 - 4.5 SIL TV CLAY with sand; dark brown; slightly moist (eL)
4.5 - 5.5 CLAYEY SAND with a little gravel; brown; moist (SC)
5.5 -7 SANDY CLAY with a trace to a little gravel; brown; moist (el)
I 7 End of boring by refusal on bedrock
0-0.25 Gravel road base
B-2 0.25 - 3.5 SIL TV SAND to POORLY GRADED SAND with a trace to a little gravel and a
I race of clay; brown, becoming reddish brown at 3.5'; slightly moist (SP-SM)
3.5 End of boring by refusal on bedrock
0-0.2 Gravel road base
I B-3 0.2 - 2 PEAT. non-fibrous; black; moist (PT: OL)
2-4 SIL TV SAND with a trace of gravel and clay; reddish brown; slightly moist (SM)
4 End of boring by refusal on bedrock
I 0-0.2 ASPHALT
0.2 - .75 Gravel road base
8-4 ;75 - 2.5 PEAT. non-fibrous; black; moist (PT: aL)
I 2.5 - 9 SIL TV SAND to POORLY GRADED SAND, fine, with a little gravel to gravel and
possible oobbles below 5'; reddish brown; slightlY moist (SP-SM)
9 IFnd nf borina hv rRfu!':::I1 on bedrock
I Given the available subgrade at the site and to enable the design of a unified pavement cross-
section for this' project, we recommend that this pavement section be designed on the basis of an
I AASHTO A-2-4 subgrade material. Based on visual classification and experience with similar soils,
and R-value of 30 (California Bearing Ratio of 5.2) would be suitable for a subgrade constructed
of the AASHTO A-2-4 material.
I We recommend complete removal of the .organic soils beneath the pavement areas. Following
removal of the unsuitable soils, we recommend that the base of the excavated area be compacted
I 10 at least 100% of the ASTM D 698 maximum dry density in the upper 1 foot. Any compacted
fill that is required should be placed and compacted in accordance with the recommendations in
the following paragraph. This fill may be placed to raise the subgrade surface to the design grade.
I Fill should be placed and compacted in a manner that will allow complete compaction of the fill
layer to a minimum of 100% of the Standard Proctor Maximum Dry Density according to ASTM
I D: 698 in the upper 3 feet and 95% below the upper 3 feet and generally placed in maximum
horizontal lifts of 8 inches loose thickness. A minimum of one representative field density test
should be performed for every two vertical feet of fill placed at a time in a given work. area. Density
I tests in mass fill areas should be performed at a rate judged sufficient to represent the fill
sequence as a whole. A smooth -drum" type vibratory roller would be suitable for compaction of
the on-site sand soils or any imported granular material. A vibratory "padfoof' or "sheepsfoot" type
I
12/1~/2002 13:47 FAX 4521826 INSTANT TJ:::~TlN(;/ALLlt.1J ~ vv.)
I
I Geotechnicallnv8stigation Page 3
Viking Steel Road
Shako pee, Minnesota
Allied Project No. 02047
I December 19, 2002
roller would be preferred for compaction of the on site clay soils.
I The Minnesota Department of Transportation (MnDOT) Road Design Manual indicates that the
minimum Granular Equivalent (G.E.) for light traffic (Sigma N-18 < 72,000), for a 7-ton design in
" areas where the AASHTO A-2-4 materials (R-value of 30) are present in the upper 3 feet of
I subgrade would be 10 inches; for light traffic (Sigma N-18 < 96,000), for a 9-ton design it would
be 11 inches. The three layers consist of a plant-mixed bituminous surface course (MnDOT 2341
or 1361), a plant-mixed bituminous base (MnDOT 2331), a Class 5 aggregate base (MnDOr
I 3138). The pavement sections given in the following table are for AASHTO A-3, A-2-4, and A-6
materials. As indicated above, the one for AASHTO A-2-4 materials would provide the required
G.E. for the specified design conditions. We would recommend that 2 inches of Class 5 aggregate
I be added to the minimum requirements for AASHTO A':"3 and A-2-4 materials in the table below
to ensure that the requirements are met everywhere on the site.
" "
I Pavement Design [thicknesses in inches]
7 ~ ton 9 - ton
"I Layer
R-70 R-30 R-12 R~70 R-30 R-12
(A-3) (A-24) (A-6) (A-3) (A-2-4) (A-6)
I Gravel Equivalent 10 10 11.5 10 11 16.5
Surface Course 1.5 1.5 1.5 1.5 1.5 1.5
I Bituminous Base 1.5 1.5 1.5 1.5 1.5 1.5
Aaareaate Base 4 4 5.5 4 5 10.5
I In using the R-value method for pavement design, it is essential that the subgrade be constructed
of uniform soil across the roadway section and that the material be compacted at a moisture
I content and to a density in accordance with MNIDOT spec. 2105 and be capable of passing test
rolling, in accordance with MN/DOT Spec. 2111. The completed subgrade should be observed and
judged suitable by an experienced individual prior to the placement of the aggregate base or
I paving. The inspection of the subgrade should include observation of a proof rolling operation
over all pavement subgrade areas. The proof rolling should preferably be performed with a loaded
dump truck so that the relatively high loads are concentrated at the relatively small tires. The proof
I rolling should be performed to detect any soft subgrade areas, prior to the placement of paving
materials. Areas of rutting or pumping should be undercut to stable material and backfilled with
suitable, compacted fill. Compaction of the upper 3 feet of any embankment material, used to
I construct the sUbgrade, to a minimum of 100% of the Standard Proctor Maximum Dry Density
within appropriate moisture limits (65 to 102% of optimum) should provide the necessary stability
required for proof rolling, over the majority of the site.
I Observation and testing worK should be planned as an integral part of the construction work.
During preparation for flexible pavements, construction inspection and testing work performed by
I experienced geotechnical and materials testing personnel will be important for verification and
documentation of proper construction procedures and achievement of minimum required
standards. We recommend that a qualified firm be retained to observe the excavations and to
I
12/1~/2002 13:48 FAX 4521826 INSTANT TESl'lN(;/ALLlr.;U 'l!:luu't.
I
I Geotechntcallnvestigation Page 4
Viking Steel Road
Shako pee, Minnesota
Allied Project No. 02047
I December 19, 2002
assist with the evaluation of the excavated materials and the exposed natural bearing soils prior
I to placement of controlled fill and to perform field density tests during controlled fill placement as
necessary. This firm should bear the full responsibility for understanding this report, correlating
data, and making proper recommendations and interpretations. We recommend our affiliate
Instant Testing Company for this work during the construction phase of the project.
I The recommendations contained in this report are professional opinions _ developed from the
Information obtained in the borings. The subsurface information presented in this report does not
I constitute a direct or implied warranty that subsurface conditions at the boring locations can be
directly interpolated or extrapolated. Subsurface conditions which are different from those
disclosed by the borings may be encountered during construction.
I Allied Test Drilling Company has prepared this report to aid in the evaluation of the site and to
assist in site preparation and design for this project. Our opinions were arrived at in accordance
I with generally accepted engineering practices currently -in use at this time, location and for projects
of this type. Other than this no warranty is implied or intended. If conditions prior to or during
construction appear different from those described in this report, we should be notified so that we
I may verify or modify our recommendations.
The reproduction of this report, or any portion of the report, supplied to persons or agencies other
I than the client should indicate that this investigation was completed for design purposes only and
verification of subsurface conditions for construction activities is the responsibility of another party.
I Soil samples recovered from the test borings will be retained in our offices for a period of thirty
days from the date of this report. After that time they will be discarded unless prior written
instructions to the contrary are received.
I We hope that this letter report provides the information required at this time. If you have any
questions regarding this letter report, please feel free to contact us at (651) 452J6913.
I ALLIED TEST DRILLING COMPANY
I hereby certify that I am a duly Re istered Professional Geologist under the laws of the State of
I M~~I
I Michael E. Schoenberg, .G.
Professional Geologist, Minnesota Registration Number 41418
Project Engineer
I 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
I Mi .so~ ~ ~ 1'c
I
Daniel J. aUghton~
Profe lonal Engineer, innesota Registration Number 20191
Project Engineer
I
12/1~/2002 13:48 FAX 4521826 INSTANT Tr;:::;T1Nu/1\.J..t..l.tW "C:J -....-
I
I ALLIED TEST DRILLING COMPANY
4000 Beau D'Rue Drive. Eagan" Minnesota 55122
I Telephone: 651 452-6913 · FaX: 651 452-1826
Geotechnical Services . Commercial, ResidentIal and MunIcIpal
I INVOICE
December 19, 2002
I Mr. Ray Ruska
City of Sakopee
129 South Holmes Street
I Shakopee, Minnesota55379
Subj: Geotechnical Investigation
I Viking Steel Road
ShaKopee, Minnesota
Allied Project No. 02110
I Dear Mr. Ruska,
I For drilling and engineering services on the above referenced project:
Item Units Unit Cost Extended Price
I MObilization Lump Sum $300.00 $300.00
FA Borings($11/ft or $65 minimum) 16 ft @ $11.00 $306.00
I per ft + 2 per foot or
holes at $65.00
minimum min
I Engineering Report Lump Sum $400.00 $400.00
Total Cost $1,006.00
I Unit Extended
DUE UPON RECEIPT: (1.5% per Mo. on unpaid balance)
I If you have any questions regarding this invoice, please contact me at (651) 453-6913.
ALLIED TEST DRILLING COMP y
I 7
I Michael E. Schoenber
Project Engineer ~
I
I
I
03/21/2003 10:52 FAX 8905883 IN:STAN"j." "U:;~ 111'1\:11 J\1..1..U:.1J -c:.l: ..............
I
I ALLIED TEST DRilliNG COMPANY
7125 West 126th Street, Suite 500. Savage, Minnesota 55378-1103
I Telephone: 952 890-5909 Fax: 952 890-5883
Geoteohnioal services . Commeroial, Residential and Municipal
I
March 20, 2003
I Mr. Ray Ruska
City of Shakopee
I 129 South Holmes Street
Shakopee, Minnesota 55379
I Subj: Geotechnical Investigation
4th Avenue East between Marschall Road and Viking Steel Road
Shakopee, Minnesota
I Allied Project No. 03002
Dear Mr. Ruska,
I Allied Test Drilling Company has completed subsurface exploration work for 4th Avenue
East between Marschall Road and Viking Steel Road in Shakopee, Minnesota. On January
I 10, 2003, we drilled two (2) borings with our truck-mounted" CME-45 drilling rig at sites of
borings B-2 and B-3, which you selected. On March 18, 2003, we drilled one (1) boring at
near the location of the stake for boring B-1. This boring was relocated approximately 30
I feet north and 30 feet west of the stake. We used the Flight Auger (FA) method described
in ASTM 0: 1452-80. Boring identifiers and other characteristics are listed in the following
table. The City of Shakopee has available location maps and elevations for these borings.
I Boring Depth Water Cave-in
10 Depth Depth
I B-1 5 Dry 3.5
B-2 5 Dry -
8-3 5 ON 72
I As the samples were obtained in the field, they were visually and manually classified.
I Representative portions of the samples were then sealed in soil jars and returned to the
laboratory for further examination and verification of the field classification. Soils found at
the locations of the test borings are presented below in the following tables. In addition to
I the uses classification, recovered samples, which would comprise the sUbgrade, were
also visually classified according to MSHTO M145, Classification of Soils for Highway
Construction Purposes. Soil descriptions are presented in the next table.
I Once the identifiable topsoil and other organic soils such as found at the locations of
boring B-1 has been stripped, the immediate subgrade materials at the locations of the
I borings would be classified as an AASHTO A-1 (poorly graded sands and gravels) to A-2-
I
03/21/2003 10:52 FAX 8905883 INSTAN'r TI:;~T1N\:i( ALL.l.t.1J "C:.:1 vv ~
I
I Geotechnical Investigation Page 2
411\ Avenue East. Marschall to Viking steel
Shakopee, Minnesota
Allied Project No. 03002
I March 20, 2003
4 (silty sand) material. The corresponding R-values for AASHTO A-1and A-2-4 materials
are R-70 and R-30 (to R-70), respectively.
I Boring Depth
10 Range (in Soils AASHTO
I feet)
0-2.5 TOPSOIL: Silty clay; black; moist (TOPSOIL: OL) -
B-1 2.5 - 5 SAND, medium to coarse, with a trace of gravel; reddish brown; dry A-1
I (SP)
5 End of boring by refusal on bedrock -
0-2.5 Sand, fine. with silt and a trace of gravel; dark brown; dry (SM) Note: A-2-4
I Possible topsoil
B-2 2.5 - 5 SAND, fine to coarse, with a little gravel and trace of silt; reddish A-1
brown, dry (SP)
I 5 End of boring by refusal on bedrocK -
0-3 SAND, fine to coarse, with silt and a little gravel; dry (SP-SM) A-2-4
B-3 3-5 SANDY GRAVEL with a little silt; brown; dry (GP) A-1
I 5 End of bonna by refusal on bedrock -
I Given the available subgrade to a minimum depth of 3 feet below topsoil to possible topsoil, we
recommend that this pavement section be designed on the basis of an AASHTO A-2-4 subgrade
material. Based on visual classification and experience with similar soils, and R-value of 30 (to 70)
I (California Bearing Ratio of 5.2 (to 30) ) would be suitable for a subgrade constructed of the
AASHTO A-2-4 material. If the sand with silt soil is removed, the pavement can be designed on
the basis of an AASHTO A-1 subgrade material with an R-value of 70 (C8R of 30).
I We recommend complete removal of the organic soils beneath the pavement areas. Following
removal of the unsuitable soils, we recommend that the base of the excavated area be compacted
to at least 100% of the ASTM D 698 maximum dry density in the upper 1 foot. Any compacted
I fill that is required should be placed and compacted in accordance with the recommendations in
the following paragraph. This fill may be placed to raise the subgrade surface to the design grade.
I Fill should be placed and compacted in a manner that will allow complete compaction of the fill
layer to a minimum of 100% of the Standard Proctor Maximum Dry Density according to ASTM
D: 698 in the upper 3 feet and 95% below the upper 3 feet and generally placed in maximum
I horizontal lifts of 8 inches loose thickness. A minimum of one representative field density test
should be performed for every two vertical feet of till placed at a time in a given work area. Density
tests in mass fill areas should be perfonned at a rate judged sufficient to represent the fill
I sequence as a whole. A smooth "drum" type vibratory rollar would be suitable for compaction of
the on-site sand soils or any imported granular material. A vibratory "padfoof' or "sheepsfoof' type
roller would be preferred for compaction of the on site clay soils.
I The Minnesota Department of Transportation (MnDOT) Road Design Manual indicates that the
minimum Granular Equivalent (G. E.) for light traffic (Sigma N-18 < 72,000), for a 7 -ton design in
I areas where the AASHTO A-1 materials (R-value of 70) and AASHTO A-2-4 materials (R-value
of 30) are present in the upper 3 feet of subgrade would be 10 inches for both characterizations;
for light traffic (Sigma N-18 < 96,000), for a 9-ton design it would be 10 and 11 inches,
I
1f3/21/2003 10,53 FAX 8905883 INSTANT TESTING/ALLIeD 't!:J vvv
I Geotechnical Investigation Page 3
4V\ Avenue East, Marschall to Viking steel
Shakopee, Minnesota
Allied Project No. 03002
I March 20, 2003
respectively. The three layers consist of a plant-mixed bituminous surface course (MnDOT 2341
I or 1361), a plant-mixed bituminous base (MnDOT 2331), a Class 5 aggregate base (MnDOT
3138). The pavement sections given in the following table are for AASHTO A-1 and A-2-4
materials.
I Pavement Design [thicknesses in inches]
1 - ton 9 - ton
I Layer
R-70 R-3D R~70 R-30
I (A~1 ) (A.2-4) (A~1 ) (A-2-4)
Gravel Equivalent 10 10 10 11
I Surface Course 1.5 1.5 1.5 1.5
Bituminous Base 1.5 1.5 1.5 1.5
I AQQregate Base 4 4 4 5
In using the R-value method for pavement design, it is essential that the subgrade be constructed
I of uniform soil across the roadway section and that the material be compacted at a moisture
content and to a density in accordance with MN/DOT spec. 2105 and be capable of passing a roll
test rolling, per MN/DOT Spec. 2111. The completed subgrade should be observed and judged
I suitable by an experienced individual prior to the placement of the aggregate base or paving. The
inspection of the subgrade should include observation of a proof rolling operation over all
pavement subgrade areas. The proof rolling should preferably be performed with a loaded dump
I truck so that the relatively high loads are concentrated at the relatively small tires. The proof
rolling should be performed to detect any soft subgrade areas, prior to the placement of paving
materials. Areas of rutting or pumping should be undercut to stable material and backfilled with
I suitable, compacted fill. Compaction of the upper 3 feet of any embankment material, used to
construct the subgrade, to a minimum of 100% of the Standard Proctor Maximum Dry Density
within appropriate moisture limits (65 to 102% of optimum) should provide the necessary stability
required for proof rolling, over the majority of the site.
I Observation and testing work should be planned as an integral part of the construction work.
During preparation for flexible pavements, construction inspection and testing work performed by
I experienced geotechnical and materials testing personnel will be important for verification and
documentation of proper construction procedures and achievement of minimum required
standards. We recommend that a qualified firm be retained to observe the excavations and to
I assist with the evaluation of the excavated materials and the exposed natural bearing soils prior
to placement of controlled fill and to perform field density tests during controlled fill placement as
necessary. This firm should bear the full responsibility for understanding this report, correlating
I data, and making proper recommendations and interpretations. We recommend our affiliate
Instant Testing Company (952 890-7366) for this work during the construction phase of the
project.
I The recommendations contained in this report are professional opinions developed from the
infollTlation obtained in the borings. The subsurface information presented in this report does not
I
03/21/2003 10:53 FAX 8905883 INSTANT TESTING/ALL!~V 'i:!:.I vv~
I
I Geotechnical InvestigatIon Page 4
Viking Steel Road
Shal<opee, Minnesota
Allied Project No. 02047
I December 19, 2002
constitute a direct or implied warranty that subsurface conditions at the boring locations can be
directly interpolated or extrapolated. Subsuriace conditions which are different from those
I disclosed by the borings may be encountered during construction.
Allied Test Drilling Company has prepared this report to aid in the evaluation of the site and to
I assist in site preparation and design for this project. Our opinions were arrived at in accordance
with generally accepted engineering practices currently in use at this time, location and for projects
of this type. Other than this no warranty is implied or intended. If conditions prior to or during
I construction appear different from those described in this report, we should be notified so that we
may verify or modify our recommendations.
I The reproduction of this report. or any portion of the report, supplied to persons or agencies other
than the dient should indicate that this investigation was completed for design purposes only and
verification of subsurface conditions for construction activities is the responsibility of another party.
I Soil samples recovered from the test borings will be retained in our offices for a period of thirty
days from the date of this report. After that time they will be discarded unless prior written
I instructions to the contrary are received.
We hope that this letter report provides the information required at this time. If you have any
I questions regarding this letter report, please feel free to contact us at (952) 890-5909.
ALLIED TEST DRILLING COMPANY
I I hereby certify that I am a duly Registered Professional Geologist under the laws of the State of
~6j (!MIl ~1J-~ S,l4--ft:l /a4~ )
~l
I
Michael E. Schoenberg, P.G.
Professional Geologist, Minnesota Registration Number 41418
I Project Engineer
I hereby certify that this plan, specification or report was prepared by me or under my direct
I supervision and that I am a duly Registered Professional Engineer under the laws of the State of
Minnesota.
I Daniel J. Naughton, P.E.
I Professional Engineer, Minnesota Registration Number 20191
Project Engineer
Enclosure: Invoice -2
I
I
I
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