HomeMy WebLinkAbout13.D.1. Accept Feasibility Report for Pike Lake Road Improvements, Project No. 2007-3-Res. No. 6562
13. O. l
CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: Acceptance of Feasibility Report for Pike Lake Road
Improvements, from CSAH 16 to 1100 Feet South and a
Public Road 425 Feet West of Pike Lake Road to I.S.D. #720
Elementary School Site, Project No. 2007-3
DATE: January 16,2007
INTRODUCTION:
Attached to this memorandum is Resolution No. 6562, a resolution accepting a feasibility
report and setting a public hearing date for February 6, 2007 for the Pike Lake Road
Improvement Project, from CSAH 16 to 1100 Feet South and a Public Road 425 Feet
West of Pike Lake Road to I.S.D. #720 Elementary School Site.
BACKGROUND:
On October 3, 2006, City Council adopted Resolution No. 6503, a resolution preparing
the feasibility report for the Pike Lake Road improvements, from CSAH 16 to 1867. feet
south and a Public Road 425 feet west of Pike Lake Road to I.S.D> #720 Elementary
School site. City Council also approved an extension agreement with WSB & Associates
to prepare the feasibility report and preliminary design for this project. Attached is the
feasibility report, as prepared by WSB & Associates outlining the project costs, project
funding, and assessments for local street equivalent and oversizing costs for the City of
Shakopee.
From the preparation of this report to the final draft, staff has had several meetings with
the developer, Shakopee Public Utilities, School District and local residents to determine
the best overall project at this time. The final conclusion by staff is that the project
should be limited for Pike Lake Road, from CSAH 16 to 1100 feet south to the public
street which would serve the School District, andto construct the School District entrance
road with sanitary sewer, watermain and storm sewer and ponding improvements at this
time.
The developer, Tollefson Development, Inc., has sent e-mails to staff requesting that this
project be reduced in scope as they will not be platting the property in 2007 and wish to
minimize their costs on this project. Staff would be in agreement with this assessment
and would also limit the City's cost and also future risk in placing the assessments on the
remaining Tollefson's 114 acres outside of the School District's land, which Tollefson
Development had sold previously.
Staff did receive a letter from Tollefson Development, Inc. requesting that all local
assessments from this project be placed on their remaining 114 acres that they own that is
known as Shutrop South property. The future assessment agreement will be prepared
between Tollefson Development and the City of Shakopee after the report is accepted. If
Council accepts the feasibility report, a public hearing would be established for February
6,2007 for this project.
AL TERNATIVES:
1. Adopt Resolution No. 6562, a resolution accepting the feasibility report and
establishing a public hearing for February 6, 2007 for the Pike Lake Road
Improvements, from CSAH 16 to 1100 Feet South and a Public Road 425 Feet
West of Pike Lake Road to I.D.S. #720 Elementary School Site.
2. Do not adopt Resolution No. 6562 at this time.
3. Table for additional information.
RECOMMENDATION:
Staff recommends Alternative No 1. in order to proceed with this project to a public
hearing on February 6, 2007. Staff would also be working on an assessment agreement
between Tollefson Development, Inc. and the City of Shakopee, during this time frame,
and would hope to have a draft prepared by the February 6, 2007 date.
ACTION REQUESTED:
Offer Resolution No. 6562, A Resolution Accepting a Feasibility Report and Establishing
a Public Hearing for the Pike Lake Road Improvements, from CSAH 16 to 1100 Feet
South and a Public Road 425 Feet West of Pike Lake Road to I.D.S. #720 Elementary
School Site, Project No. 2007-3 and move its adoption.
~n~
Public Works Director
BUpmp
ENGR/2007PROJECTS/PIKELAKERDIWORDIMEM6562
RESOLUTION NO. 6562
A Resolution Receiving A Report
And Calling A Hearing For
Pike Lake Road Improvements, From CSAH 16
To 1100 Feet South And A Public Road 425 Feet West Of
Pike Lake Road To I.D.S. #720 Elementary School Site
Project No. 2007-3
WHEREAS, pursuant to Resolution No. 6503 of the City Council adopted October 3,
2006, a report has been prepared by the City Engineer, with reference to Pike Lake Road
Improvements, from CSAH 16 to 1100 Feet South and a Public Road 425 Feet West of Pike Lake
Road to I.D.S. #720, Project No. 2007-3, and this report was received by the Council on January
16,2007.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF SHAKOPEE, MINNESOTA:
1. The Council will consider the Pike Lake Road Improvements Project 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 for the Pike Lake Road Improvements of $822,300.94.
2_ A public hearing shall be held on such proposed improvements on the 6th day of
February, 2007, 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 ofthis project is hereby designated as part of the 2007-3 Public Improvement
Proj ect.
Adopted in session of the City Council of the City of Shakopee,
Minnesota, held this day of ,2007.
Mayor of the City of Shakopee
ATTEST:
City Clerk
ENGRI2007PROJECTIPIKELAKERDIWORD/RES6562
Pag~ 1 of 1
Bruce Loney
From: Pam Myers [PMyers@tdi-mn.com]
Sent: Wednesday, November 29,200610:04 AM
To: Bruce Loney
Subject: Pike Lake Road extension
Bruce,
Tollefson Development, Inc. is requesting that the design for Pike Lake Road and the east west road
for the school project be designed to terminate at the access for the school.
Thank you,
Gary Wollschlager
Vice President,
Tollefson Development, Inc.
(952) 435-1010
(952) 435-1020 Fax
1/11/2007
DeveloPers 'lIilLandlnvest.ment.llf>roperty Managers
~
January 11,2007'
Citj1pf Sh!'lk()p~~, ~I"llce Lon~y
129ltolmesSt S
$hakppee~.'.I\1N'
55379
Re: Pike~~Rd.AsS~SStt)ents
pear Mr.. Loney...
T61letSQlt Development agrees tq haveit's. fail' share of the costs as illustrated by the
rOnpwi!lgf~asi1>HiJYrep()ri:: .
PIKE LAKE ROAD AND STREET "A"IMPROVEMENts
FROM. CSAI:!16(EAGLE CREEK8QIJLRVARPjTQ: ItQQIi'EET$QtJTfI
CITY PROJECT NO. 2007-3
Asses.sedagllinstthe following Parcel:
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Email ;,..info@tdh.mn.com
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Sincerely,
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I January 8,2007
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:. I Pike Lake Road and Street "A" Improvements
I From CSAH 16
I (Eagle Creek Boulevard) to 1100 Feet South
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I Prepared for:
,I City Project No, 2007-3 SHAKOPEE
'I """"@,
I WSB Project No. 1566-16
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, I Prepared by:
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,I WSB
70 I Xenia Avenue South, Suite 300
:1 Minneapolis, MN 55416 763-541-4800 & Associates, Inc.
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FEASIBILITY REPORT
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I PIKE LAKE ROAD AND STREET "A" IMPROVEMENTS
I FROM CSAH 16 (EAGLE CREEK BOULEVARD) TO 1100 FEET SOUTH
CITY PROJECT NO. 2007-3
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FOR THE
D CITY OF SHAKO PEE
U
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I January 8, 2007
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I Prepared By:
WSB & Associates, Inc.
." 701 Xenia Avenue South, Suite 300
I Minneapolis,MN 55416
763-541-4800
I . 763-541-1700 (Fax)
I
I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16
I 4..
I WSB
1Jl:.""""''"'''''''''' ~"--"_'f_ Inf~astructure I Engineering I Planning I Construction 701 Xenia Avenue South
& Associates, Inc.
Suite 300
I Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
I January 8,2007
I Honorable Mayor and City Council
City of Shakopee
I 129 Holmes Street South
Shakopee, MN 55379
m Re: Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City Project No. 2007-3
City of Shako pee, MN
WSB Project No. 1566-16
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Dear Mayor and City Council Members:
I Transmitted herewith is a feasibility report addressing the improvements of Pike Lake Road from
Eagle Creek Boulevard to 1100 feet south and public road (Street "A") from Pike Lake Road to
I 425 feet west. These improvements are being proposed to accommodate the new ISD 720
elementary school proposed developments in this area.
I We would be happy to discuss this report with you at your convenience. Please call me with any
questions you may have regarding this report at 763-287-7189.
I Sincerely,
Wd/li'ln~
I
I Donald W. Sterna, PE
Project Manager
I Enclosure
cc: Bruce Loney, City of Shakopee
I srb
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I Minneapolis I S1. Cloud
Equal Opportunity Employer
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I CERTIFICATION
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g I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the State of
I Mmn7VlI~
I
Donald W. Sterna, PE
I Date: January 8, 2007 Lic. No. 19103
I Quality Control Review by:
...-- \ or-- ~T~:;-~~n, PE
I
I Date: January 8, 2007 Lic. No. 43412
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I Feu.sibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shakopee Project No. 2007-3
WSB Project No. 1566-16
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I TABLE OF CONTENTS
I TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
m TABLE OF CONTENTS
1. EXE CUTIVE SUMMARy.......... .......... ................... ............... ...... .... .......... ........ ..... .... ............1
I 2. INTR 0 D.U CTI ON..... ............. ...... ...... ................ ........ .......... ......... ..... a_a ........... .... ..... .......... ...~. ....... 2
2.1 Authorization................................................................................................................. 2
0 2.2 Scope................................................................,............................................................ 2
2.3 Data Available ........................ .....................<................................................................. 2
3. BA CK G ROUND ........ ... ..... ......... ..... ... ........... ....... ............. ..... ......... ......................................... 3
U 3.1 Existing Conditions.................................................................................................. ~.... 3
3.1.1 Roadway........................................................................................................... 3
m 3.1.2 Sanitary Sewer.................................................................................................. 3
3.1.3 Water Main......................................................................................,................4
3.1.4 Storm Sewer and Drainage .............. ......... .......... ............................ ....... ...........4
I 3.1.5 Existing Private Utilities...............................................................................:... 4
3.1.6 Wetlands.............................. ...................................................... ........................5
3.1.7 Existing Property Owners.......................................................................;.... .....5
I 3.1.8 Existing Zoning ...... .... ......... ............... ...... ..... ........................ ...... ......... ........ ..... 5
4, PROPOSED. IMPRO VEMENTS:............................................................................................6
4.1 Roadway.. ~........... .c......................................................................................................... 6
I 4.2 Sanitary Sewer.............................................................................................................. 7
4.3 Water Main...... ...................... .............. ......... ......... ......... ...... ........ .......c....... ...... .... ..........7 .
4.4 Storm Sewer and Drainage............................................. .................................... ............8
I 4.4.1 Future Storm Sewer and Drainage................... ..................................................9
4.5 Right-of-Way and Easements.. .......... ...... .......... ......~...... ............................ ......... ..........9
4.6 Permit Applications..................................................................... ,................................ 10
I 5. COST ESTIMATES ..........................-...............................................................~....................11
5.1 Project Improvements.. .............. ............. ........... ......... .........,.,.:....... ....... ................. ....11
I 5.2 Right-of- Way/Easement Acquisition.... ..................... .... ..................... .......... ......... .....11
5.3 Cost Summary..... ...... .....,....... ................. ... ......... .......;. ................. ~...:.. ......... .... .... ..... .11
I 6. P R OJE CT FUND IN G....... ................... .... ......;............ ... ............ .............. ~...... .......... ...... ..... ... ..-12
6.1 Funding Sources................................................................... ........................................ 12
6.2 Funding Summary ... .... ..................... .................. .................... ....... .............. ...... ..... .,. ..12
I 7, SCHEDULE ....... ... ......... ........................ .......... .............. ....... ....... .................... ............. ....... ...1.3
8. CON CL USI ONS AND REC 0 MMEND A TI 0 NS.....,................................. ........................14
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16
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D TABLE OF CONTENTS (continued)
g APPENDIX A
Project Maps and Figures
I APPENDIXB
Project Cost and Funding Summary
Pike Lake Road (44-Foot F-F) (Design) Street Improvement Costs
I Pike Lake Road (36-Foot F-F) (Equivalent) Street Improvement Costs
Street "A" Street Improvement Costs
Sanitary Sewer Costs
I Storm Sewer Costs
Water Main and Oversizing Costs
Estimated Assessments
I APPENDIX C
Soils Report
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH. 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566"16
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1. EXECUTIVE SUMMARY
U This report addresses reconstructing Pike Lake Road from Eagle Creek Boulevard (CSAH 16) to
0 1100 feet south.and constructing a new public road (Street "A") from Pike Lake Road to 425
west. Currently, Pike Lake Road is a 26-foot-widegravel roadway with roadside ditches and the
existing street section is not adequate to accommodate the proposed traffic volumes. This report
U addresses the need for the street to be upgraded to current urban roadway standards. Pike Lake
Road is designated a Municipal State Aid street and would be designed to MSA standards.
Street "A" is proposed to be constructed since it will be the access road for the Independent
m School District (ISD) 720's new elementary school, which is currently under construction. The
school is proposed to be opened next August and is the main reason for these proposed
improvements. Tollefson Development has entered into an agreement with ISD 720 to build
I Street "A" as part of the proposed residential development in this area.
The proposed improvements consist of removal of the existing gravel surface and installing
I bituminous pavement, new concrete curb and gutter, a bituminous trail, sanitary sewer, trunk
water main, storm sewer, and a stormwater treatment pond.
I The total estimated project cost including right-of-way costs is $822,300, which includes 5%
contingency cost and 25% indirect costs. This project is proposed to be funded through special
assessments on the Tollefson property, city (CIF) capitalimprovement funds and funding from
I ShakopeePublic Utilities Commission (SPUC).
It is proposed that construction would take place in spring 2007 with completion in early sUmmer
I 2007. This project is feasible, necessary, and cost-effective from an engineering standpoint and
should be constructed as proposed herein.
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 1
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2. INTRODUCTION
m 2.1 Authorization
I On October 3, 2006, the City of Shakopee ordered the preparation of a feasibility report for Pike
Lake Road Improvements from Eagle Creek Boulevard (CSAH 16) to 1,867 feet south and a
0 Public Road (Street "A") from Pike Lake Road to 425 feet west to ISD 720 Elementary School
Site by Resolution No. 6503.
U . After discussions with City staff and Tollefsori Development, is was decided to only construct
Pike Lake Road 1100 feet south to Street "A" and also Street "A." This was done since
Tollefson Development will not be developing the lands to the south of the elementary school
I site and on the west side of Pike Lake Road. Reconstructing part of Pike Lake Road and
building Street "A" does provide a paved access road to the ISD 720 elementary school. The
remainder of Pike Lake Road from Street "A" south to the City limits would be constructed in
- the future when the areas adjacent to the roadway develop.
2.2 Scope
I This report addresses reconstructing Pike Lake Road from CSAH 16 (Eagle Creek Boulevard) to
1100 feet south and constructing a new public road (Street "A") from Pike Lake Road to 425 feet
I west. Currently, Pike Lake Road is a 26-foot-wide gravel roadway with roadside ditches and the
existing street section is not adequate to accommodate the proposed traffic volumes; This report
addresses the need for the street to be upgraded to current urban roadway standards. Pike Lake
I Road is designated a Municipal State Aid street and would be designed to MSA standards.
Street"A" is proposed to be constructed since it will be the access road for the Independent
School District (ISD) 720's new elementary school, which is currently under construction. A
I proj ect location map is shown in Figure 1, Appendix A.
2.3 Data Available
I Information and materials used inthe preparation of this report include the following:
I . City of Shakopee Record Plans
.. Met Council Environmental Services (MCES) Record Plans
. City of Shakopee Topography Maps
I . Field Observations ofthe Area
. CityofShakopee Comprehensive Plans
. Field Survey
I . Topographic Survey done by John Oliver & Associates for Tollefson Development
. Preliminary Layouts prepared by John Oliver & Associates for Tollef~on Development
. Cad Files prepared by Anderson Johnson and Associates for ISD720 Elementary School
I . Private Utility Maps
. Soil Borings done by Allied Testing
. Soil Borings from Shutrop South Property for Tollefson Development
I . City of Shakopee Assessment/Improvement Policy
I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shakopee Project No. 2007-3 Page 2
WSB Project No. 1566-16
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3. BACKGROUND
- This project is essentially being initiated to serve the ISD720 elementary school to provide a
I paved access to the school. ISD 720 and TollefsonDevelopment, Inc. have entered into an
agreement to provide this paved access to the elementary school site by the summer of2007.
Tollefson Development previously was working on platting the adjacent land to the west of Pike
I Lake Road and to the south ofthe school site for residential development, but has decided to
postpone development atthis time and either sell the land or develop it in the future. Tollefson
Development has agreed to build Pike Lake Road public improvement project according the
I State Statute Chapter 429 process. Under this process the project would be built as a Cityproject
and assessed per the City's assessment policy. Tollefson Development has preliminarily agreed
to pay 100 percent of the project assessments and the existing properties on the east side of Pike
I Lake Road and the ISD 720 Elementary School are not proposed to be assessed for this project.
3,1 Existing Conditions
I Existing conditions are shown on Figure 2, AppendixA.
I 3.1.1 Roadway
SouthofCSAH 16, Pike Lake Road is currently a rural two-lane gravel street section
I with shallow drainage ditches on each side. The existing roadway has a width ranging
between 24 to 30 feet, with gravel and bituminous driveways serving residences on the
east side. NorthofCSAH 16"existing Pike Lake Road is striped for a southbound left
I turn lane and combined southbound through/right turn lane and one through lane in the
northbound direction.
I Currently, the proposed public road (Street "A") from Pike Lake Road to 425 feet west to
ISD720 Elementary SchoolSite does not exist and the existing land is rural agricultural.
This land is owned by Tollefson Development, Inc. and is proposed to be developed into
I residential uses in the future.
Turn lane improvements for CSAH 16 were recently constructed as part of the Ridge
I View Estates plat. This involved the construction of an eastbound and westbound left
turn and right turn lanes with one through lane going in either direction. This intersection
currently has stop conditions for Pike Lake Road and CSAH 16 is a through street.
I 3.1.2 Sanitary Sewer
I The proposed trunk sanitary sewer will connect into the existing Prior Lake Sanitary
SewerInterceptor. This 36-inch RCP trunk sanitary sewer line is owned by the
I Metropolitan Council Environmental Services (MCES). It was constructed in 1971 and
carries sewage from the City of Prior Lake. and portions of Shako pee to the Blue Lake
Treatment Facility, which is located along the Minnesota River north of the project area.
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 3
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3.1.3 Water Main
I There is an existing '16- inch ductile iron pipe (D IF) water main stub bed from the north
that terminates at the west side ofthe intersection of Pike Lake Road and CSAH 16. This
I stub was installed recently with the Ridge View Estates plat and is proposed to be
extended south. The ISD 720 elementary school stubbed an8-inch DIP water main from
their site to the south for connection near the intersection of Street "A" and the
I elementary school driveway entrance. All existing residential properties on the east side
of Pike Lake Road are currently served by individual private wells for their water use.
I 3,1.4 Storm Sewer and Drainage
I Currently, all drainage along Pike Lake Road is provided via roadside ditches and
existing metal culverts. The drainage along Pike Lake Road is split into two areas that
flow. to the north or south from the high point located'approximately 450 feet south of the
I center line of CSAH 16. The ditches along Pike Lake Road north of this high point flow
to the CSAH 16 ditch. At the intersection of Pike Lake Road and CSAH 16, the CSAH
16 ditch system flows from west to east and is conveyed under Pike Lake Road through
I an IS-inch steel culvert. This ditch ultimately discharges to the Prior Lake outlet channel
to the east. The drainage from south of the above-described high point to the City limits
is conveyed from the west to the east side through three culverts. The first culvert is an
I 18-inch steel culvert approximately 250 feet south of Street "A" which picks up a
drainage area to thewest and portions of Pike Lake Road. This culvert discharges to a
ditch theruns through an easement located between Lots 5 and 6 of Meadowbrook Run
I that flows to the.Prior Lake outlet channel. The second and third culverts are an 18-inch
steel culvert and 54-inch steel culvert that pick up a large 3,900-acre drainage area to the
west and portions of Pike Lake Road. These culverts discharge to a ditch that runs
I through an easement located on Lot 7 of Meadowbrook Run and flows to the Prior Lake
outlet channel. All ofthe existing culverts under the roadways and driveways are in poor
condition and are proposed to be removed as part of this project or in the future when the
I area develops. Catch basins and storm sewer stubs from the ISD 720 school site were
installed atthe intersections of Pike Lake Road and Street "A" and the school entrance
and Street "A." These were constructed to drain into the proposed Street "A" and Pike
I Lake Road storm sewer system.
3.1.5 Existing Private Utilities
I Electric
There are overhead power lines located on the west side of Pike Lake Road that will be
I removed or relocated prior to or during construction. This overhead power line runs
north/south and has service lines crossing to the east to serve the existing properties. If
the poles are removed, power lines are then proposed to be installed underground on the
I east side of Pike Lake Road within the existing drainage and utility easement on the
Meadowbrook Run plat.
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I Feasibility Report
Pike Lake Road and Street ''A'' Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shakopee Project No. 2007-3
WSB Project No. 1566-16 Page 4
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0 Telephone
Qwest has two underground telephone lines that run on the west side of Pike Lake Road
north/south and have service lines crossing to the east to serve the existing properties.
I These telephone lines cross under CSAH 16 to connect to a line that runs eastlwestalong
the north side of CSAH 16.
m Gas
Along the east side of Pike Lake Road, approximately 22 feet east of centerline, an
existing 3-inch gas line runs north/south and has service lines to the existing residential
I properties. This gas line crosses under CSAH 16 to connect to a 3-inch li.q.e that runs
east/west along the north side of CSAH 16. Gas for the ISD 720 elementary school is
served from a line offofCSAH 16.
I Cable Television
Mediacom and Comcast were both listed on the Gopher State One utility locate ticket for
I this project. Comcast stated they do not have any facilities within the project limits and
no information was provided to,WSBregarding Mediacom's facilities withiuthe project
limits.
I 3.1.6 Wetlands
I The proposed roadway, sanitary sewer, and water main improvements will not have any
impact on any existing wetlands. No existing wetlands are located within the project
limits.
I 3.1. 7 Existing Property Owners
I On the west side of Pike Lake Road south of Street "A" the land is currently owned by
Tollefson Development. The area on the west side of Pike Lake Road southofCSAH 16
to the proposed Street "A" location is owned by ISD 720 and is the site for the new
I elementary school currently under construction. . The area directly abutting the west side
of Pike Lake Road contains the Prior Lake Sanitary Sewer Interceptor, across which
MCES has a pennanent easement. The existing properties to the east of Pike Lake Road
I are part of the MeadowbrookRun plat and have existing homes on residential lots larger
than two acres.
I 3.1.8 Existing Zoning
On the west side of Pike Lake Road south of Street "A," the land is currently zoned Rl B,
I Urban Residential. The area on the west side of Pike Lake Road south ofCSAH 16 to
the proposed Street "A" location is zoned RIB, Urban Residential, and is the site for the
new ISD 720elementaryschool. The existing properties to the east of Pike Lake Road
I are part of the Meadowbrook Run plat and are zoned RR,Rural Residential.. All the
properties listed above except those in the MeadowbrookRun plat are within the
I Metropolitan Urban Service Area (MUSA) boundary.
I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 5
0
4. PROPOSED IMPROVEMENTS
g 4.1 Roadway
I Proposed roadway improvements are shown on Figure 4, Appendix A. These proposed roadway
improvements involve reconstructing Pike LakeRoad from Eagle Creek Boulevard (eSAR 16)
I to 1100 feet south and constructing a new public road (Street '"A") from Pike Lake Road to 425
feet west. Currently, Pike Lake Road is a 26-foot-widegravel roadway with minimal roadside
ditches and the existing street section is not adequate to accommodate the proposed traffic
I volumes. Pike Lake Road needs to be upgraded to current urban roadway standards. Pike Lake
Road is designated a Municipal State Aid street and would be designed to MSA standards.
Street '"A" is proposed to be constructed since it will be the access roadfor the Independent
I School District (ISD) 720's new elementary school, which is currently under construc~ion. The
school is proposed to be opened next August and is the one of the main reasons for these
proposed improvements. Tollefson Development has entered into an agreement with ISD 720 to
I build Street '"A" as part of the proposed development in this area.
At the intersection of CSAH 16 and Pike Lake Road the existing stop condition on Pike Lake
I Road will. remain and CSAR 16 will continue to be a through street. This intersection does not
meet warrants and traffic volumes to justify a signal at this time.
I The proposed roadway improvements consist of removal oft he existing gravel surface and
installing bituminous pavement, new concrete curb and gutter, and a bituminous trail. ThePike
Lake Road. typical sections are shown on Figure 3, Appendix A and the roadway will be a 44-.
I foot-wide, 3"'lane urban design with a center left tumlane at Street '"A" and CSAH 16, The
design speed of Pike Lake Road is 45 miles per hour with a projected 2030 Annual Average
Daily Traffic (AADT) of 4,000. The proposed right-of-way width is 80 feet with an existing 10-
I foot-wide drainage and utility easement on the east side and a proposed 21-foot-wide drainage
and utility easement on the west side.
I The Street "A" typical section is shown on Figure 3, Appendix A and is a 36-foot-wide,2-lane
urban section road and will extend 425 feet west of Pike Lake Road. On the west end of Street
'"A" the pavement is proposed to terminate with an 80-foot-diametertemporary cul-de-sac with
I 2-foot gravel shoulders. TheISD 720 elementary school entrance will have access off Street
'"A." A trail is proposed along the north sid~ of Street '"A" to provide pedestrian access from
Pike Lake Road to the elementary school.
I As. discussed in the Authorization Section 2.1 of this report, the original scope ofthis project was
to reconstruct Pike Lake Road from CSAH16 to the southern City limits (1,867feet south).
I Therefore, a preliminary profile for Pike Lake Road was laid out to this point and should be
considered in the future design when this roadway is reconstructed. This following profile
discussion is not part of this project and is included in this report for informational purposes.
I The southern low point of Pike Lake is proposed to be raised from an existing elevation of796.9
feet to a future elevation of 801.4 feet to provide sufficient free board for the future developable
lands on the west side of Pike Lake Road and the necessary cover over the required 12-footby 4-
I foot box culvert described under the Future Storm Sewer and Drainage Section 4.4.1 of this
I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007~3
WSB Project No. 1566-16 Page 6
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I report. The invert elevation ofthis box culvert is controlled by the water elevations oJthe Prior
Lake outlet channel where the above-described drainage area discharges to.
I 4.2 Sanitary Sewer
Proposed sanitary sewer improvements are shown' on Figure 4, Appendix A. The proposed
I project involves the design and construction of a sanitary sewer to be extended from the existing
MetCouncil Environmental Services (MCES) interceptor located west of Pike Lake Road along
a proposed alignment that has been defined by Tollefson Development, ISD 720, and City staff
I to serve areas to the east and west. This proposed connection is at the intersection of Pike Lake
Road and Street "A."
I The 8-inch PVC pipe is proposed to be run at a minimum grade of 0.40% and will be designed in
accordance with the MCES and City of Shakopee design standards. A stub is proposed to be
installed to the west along Street "A" to serve future development and provide a lateral sanitary
I sewer connection to the sewer extended from the elementary school site. A stub to the east side
of Pike Lake Road will be installed to provide for future lateral sanitary sewer connection. This
east stub would have to be extended as part of a future project to the north and south to provide
I sewer service access along the east side of Pike Lake Road and would be done so only if
requested by the existing property ,owners.
I The finished grade over the existing MCES sanitary sewer interceptor manhole is not proposed
to change with the preliminary design completed for the preparation of this report. However, if
during the final design it is determined the grades over the MCES sanitary sewer require change,
I this may require the manhole to he reconstructed to MCES standards, which could potentially
involve a complete replacement of the structure. On the previous 2005 City project that
connected to this same interceptor approximately 1,000 feetto the north, the MCES required the
I manholes to be lined to provide hydrogen sulfide corrosion protection. Thisincreasedthe
construction costs of the manholes considerably since typical construction does not require the
manholes to be lined.WSB has been in discussion with the MCES in regards to this project to
I determine the extent of the required connections and existing manhole adjustments, but'a design
decision has not been made by MCES at this time regarding these issues. For the purposes of
this report, it was assumed the connection would require a lined manhole and that the one
I existing MCES manhole would not be affected by this project since the grades over this manhole
are not proposed to be changed from the existing condition.
I 4.3 Water Main
Proposed water main improvements are shown on Figure 4, AppendiX A. An existing 16-lnch
I water main has been extended to the southwest comer of the intersection ofCSAH 16 and Pike
Lake Roadwhere it termin~tes with a hydrant in the boulevard area of Pike Lake Road. The
I proposed water main will connect to the existing 16-inch stub and then cross diagonally into the
proposed street, 12 feet west of the Pike Lake Road centerline where it will run south of Street
"A" and terminate at a flushing hydrant. In the future, this water main will be extended south to
I the City limits.SPUC is also considering locating the water main on the east side boulevard so it
can he accessed for services to the existing homes on this side. This could eliminate future open
cutting of the street but may require additional easement and increased disturbance to the
I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 7
I
existing yards on the east side. On the west side of Pike Lake Road there is little need for service
I access since the adjacent land is ball fields, open space, and a proposed pond. SPUCwill make a
decision regarding the water main location during final design of the project and for the purposes
I ofthis report the location of 12 feet west of centerline was considered. The school district has
extended an 8-inch water main through their site toa point at the south end of their property, just
west of the main entrance off of Street "A." An 8-inch main will be extended along the south
I side of Street" A" to connect to the proposed 16- inch water main along Pike Lake Road and to
the 8-inch water main from the school site. At the west end of Street "A" the water main is
proposed to terminate with a temporary flushing hydrant. When this area develops in the future
I this 8-inch water main will be extended west.
Since the existing homes along the east side of Pike Lake Road currently have wells, no water
I service connections are proposed with this project. Stubs to the east side of Pike Lake Road are
proposed to provide future connections to City water.
I SPUC has two pressure zones within the area and is proposing the construction of a booster
station at the south end of Pike Lake Road in the future. Currently, this booster station is
proposed on the west side of Pike Lake Road but could be moved to the east based on the City's
I possible future acquisition of Meadowbrook Run Lot 8 from Gonyea Development. Both of
these areas are south of the revised project limits. The booster station would be built as part of a
separate project and is not included in the costs for this report. Coordination of the water main
I will be required for the booster station location and its final location will be determined by the
location of future Valley View Road to keep this booster station out of the sight line of this ,
intersection. Since the area on the west side of Pike Lake Road is not developing at this time the
I booster station is not required. When development occurs in the area at an elevation greater than
825 feet, this booster station will then be required.
I 4.4 Storm Sewer and Drainage
Proposed storm sewer improvements are shown on Figure 4, Appendix A. At the Pike Lake
I Road and CSAH 16 intersection, the existing ditch along CSAH 16 will remain to pick up the
drainage off CSAH 16 and it is proposed to replace the culvert under Pike Lake Road to maintain
this drainage way. Pike Lake Road will be upgraded from a rural section roadwaywith ditches
I to an urban roadway with curb and gutter and storm sewer. All storm sewer with the Pike Lake
Road and Street "A" corridor will drain to a proposed pond on the west side of Pike Lake Road
south of Street "A." This pond is proposed to be graded to a size necessary to handle the runoff
I only of Pike Lake Road, Street "At and portions ofthe ISD elementary school site. The pond is
sized to provide rate control and water quality tre<l;tment to the National Urban Runoff Program
(NURP) standards. 'All land necessary for the construction of this pond will be dedicated by
I Tollefson Development. When the area south of Street "A" develops this pond may be removed
and this storm water runoff will be directed to the future pond constructed to serve the
development. The pond outlet will discharge to an existing I8-inch culvert the passes under Pike '
I Lake Road and discharges to a ditch that continues between Lots 5 and 6 of Meadowbrook Run
and flows to the Prior Lake outlet channel.
I
I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 8
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The street system storm sewer improvements proposed in the preceding paragraph will be
D designed to accommodate alO-year rainfall event and meet State Aid standards. There is no
oversizing oftheproposed storm sewer system and pond associated with this project.
0 4.4.1 Future Storm Sewer and Drainage
g The following was considered when the project scope extended to the south City limits
on Pike Lake Road. It is' included in this report for future consideration when the west
side area develops and Pike Lake Road is reconstructed from Street "A" to the south.
m As discussed in the existing conditions section ofthis report, there is a large 3,900-acre
drainage area that crosses under Pike Lake Road from the west and flows into the Prior
- Lake outlet channel. According to the City's storm water management plan, a design
flow of 0.10 cubic feet per second per acre should be used and this.will require a 12-foot
by 4-foot or equivalent sized box culvert under Pike Lake Roadto carry the future flows.
I This box culvert would be constructed at a later date.
, Inpreliminary design, options were considered to handle the 3,900-acre drainage area
I and the future west side development pond outlet by possibly acquiring partofthe
Gonyea property (the southwest 352-foot x 240-foot area ofLot8, Block 1,
Meadowbrook Run) for the future Valley View Road extension and the drainage channel.
I One option would be to construct the drainage channel located on this parcel along with
the SPUC booster station and vacate the existing 20-foot-wide drainage and utility
easement on Lot 7, Block 1, Meadowbrook Run and relocating this easementt<? the south
I lot line ofLot7. This would allow for more developable land on this lot and could be
done as exchange for other permanent and temporary easements on this lot. If this option
is not feasible, the City could then discharge the drainage from the future west side pond
I into the 20-foot existing drainage way easement, possibly scaling back the future
roadway slopes to minimize the embankment area and extend the existing 54-inch
diameter culvert. These drainage issues will need to be resolved as these areas develop or
I when the Pike Lake Road improvements are'extended south.
The future west side development ultimate pond size and potential outlet loca~ions were
I also considered as part of the preliminary design for this report. This pond was
cOl1sidered at the southwest side of Pike Lake Road near the City limits. Two outlet
options were looked at: one at the south end ofthe plat crossing under Pike Lake Road to
I the Gonyea property and the other crossingunder Pike Lake Road flowing to the east to
the existing easement and drainage way located on Lot 7, Block 1 of the Meadowbrook
Run plat. The final location ofthe future pond outlet will be determined when this
I property develops but must be considered since it will influence the design of Pike Lake
Road and SPUC's future booster station.
I 4.5 Right-or-Way and Easements
At the southeast corner of the Pike Lake Road and CSAH 16 intersection, a small triangular
I piece of permanent highway easement for the southeast intersection radius will be needed. This
piece will be within the existing drainage and utility easements and is approximately 438 square
I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Slrakopee Project No. 2007-3
WSB Project No. 1566-16 Page 9
I
g feet. A temporary construction easement will be required at the south west corner of Lot 4,
Block I of the Meadowbrook Run Plat. This is needed for the trench excavation to install the
proposed sanitary sewer and watermain stubs to the east. This temporary easement is
m approximately 1461 square feet. These stubs will be located within the existing right-of-:way and
no permanent easements will be required. In all other areas along the east side of Pike Lake
Road, there is sufficient right-of-way and drainage and utility easements to construct the project
within these boundaries.
- Right of way and easement acquisition costs along the east side of Pike Lake Road are not
- included in the project cost estimate. During construction, this project may also include some
temporary sloping easements and/or rights-of-entry from the property owners on the east side in
order to blend slopes and grade drainage ways to match the existing ground. For purposes of this
I report it is assumed any right of way and easements on the east side of Pike Lake Road would be
dedicated by the property owners in exchange for Tollefson Development agreeing to pick up
these property's assessments. The proposed right-of-way and temporary easement are identified
I on Figure 4, Appendix A.
All easements and right-of-way on the west side of Pike Lake Road will be dedicated by
I Tollefson Development. The easement issues and encroachment into existing MCES sanitary
sewer easement will be handled as part of the project design. Tollefson Developmentha~ had
similar agreements with MCES over this sewer line to the north with the. Ridge View Estates
I development and it should be the same process. WSB will provide the design ofthe roadway,
trail locations, and utilities for their negotiations with MCES and the preparation ofthe
encroachment agreement.
I 4.6 Permit Applications
I If this project moves into the design phase, the following permits will be prepared and submitted
by WSB on behalf of the City. It is anticipated that the City will provide fees for the submittals.
I . Minnesota Pollution Control Agency ...............................Sanitary Sewer Extension Permit
. Met Council Environmental Services ..........................,. Sanitary Sewer ConnectionPermit
. Minnesota Pollution Control Agency......... NPDES Phase II Construction Activity Permit
I . Scott County...................,................;;.............................. Work in the Right-of-Way Permit
. Minnesota Department of Health...........................................Water Main Extension Permit
. DNR .......................................... Water Appropriations Permit fOf dewatering (if necessary)
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I Feasibility Report
Pike Lake Road and Street "A "Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shakopee Project No. 2007-3
WSB Project No. 1566-16 Page 10
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5. COST ESTIMATES
D 5.1 Project Improvements
0 A detailed cost estimate can be found in AppendixB. The following costs were prepared using
2006 construction costs and are subject to change, depending on the final design oftheproject,
g bids received, and actual work performed. The construction costs plus 5% contingency and 25%
indirect ( engineering and administration) costs for the project are estimated to be $822,300.
m 5.2 Right-of-Way/Easement Acquisition
The right of way and easement acquisition cost for this project is are not included in this report.
I It is assumed all right of way and easements will be dedicated to the City by Tollefson
Development and the existing property owners on the east side of Pike Lake Road.
I 5.3 Cost Summary
Detailed cost and funding estimates can be found in the Appendix B. A summary of the
I estimated project costs are listed below:
I PIKE LAKE ROAD AND STREET "A" PROJECT COSTS
,.
I street Improvements $444,220
,
Sanitary Sewer $95,280
I Storm Sewer and Pond Grading $125,835
Water Main $156,965
I ,
,'.
TOTAL PROJECT COST ' $822,300
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 11
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6. PROJECT FUNDING
- 6.1 Funding 'Sources
I The City has three potential funding sources for the improvements construction. They include
assessments, capital improvement funds (CIF), and funding from Shakopee Public Utilities
I (SPUC). Tollefson Development has pledged to pay all the assessments for this project based on
a 36-foot-wide equivalent roadway construction cost. These costs include lateral storm sewer,
lateral water main (8-inch in diameter), later sanitary sewer (8-inch in diameter), trail, and 50%
I ofthe street lighting system. There is oversizing of proposed water main and this oversizing cost
will be paid for by SPUC. There is no oversizing of the sanitary sewer. There is no oversizing of
the storm sewer. Tollefson Development has also pledged to pay for all right-of-way and
I easement costs necessary to construct Pike Lake Road, Street "A," and roadway drainage
systems.
I 6.2 Funding Summary
Detailed cost and funding estimates can be found in Appendix B. A summary of the estimated
I assessments and City funds for this project is as follows:
I PIKE LAKE ROAD AND STREET "A" FUNDING SOURCES
I Assessments $693,710
City Capital Improvement Funds (ClF) $80,225
I Shakopee Public Utilities Oversizing $48,365
i
I TOTAL PROJECT FUNDING I $822,300
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 12
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7. SCHEDULE
I In order to have the projectready for construction next spring, the projectwill need to adhere to
.1 the following schedule:
Council Accepts Feasibility Report/EstablishesPublic Hearing ......;.............. January 16, 2007
I Commence Final Design Work.......................................,................................ January 17, 2007
I Public Hearing ..... ......... ......... ......... ........................................ .... ................... February 20, 2007
Submit Plans to City, SPUC, and MnlDOTState Aid for Review................ February 28,2007
I Approve Plans and Authorize Bids..........................................,......................... March 20, 2007
I Open Bids................................:...................................................,...........;............ April.l1, 2007
A ward Contract ............. ......... ............ ............. .... ..................... .................... ......... April!7, 2007
I Begin Construction. ...... ...................... ...... .................... ......... ...... ..... .................. .... May 1, 2007
I Pave Bituminous Base Course, Water Main, and Sanitary Sewer in Service.",... June 29, 2007
Substantially Complete Construction............. .....,........ ....... ................. .............. August 1, 2007
I Final W earingCourse/Complete Construction .......... ........ ............. ............. ....... ........ May 2008
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16 Page 13
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8, CONCLUSIONS AND RECOMMENDATIONS
I Based on the preceding discussions, we would offer the following conclusions:
I 1. The construction ofthe project will require the acquisition of both permanent and
temporary easements across lands owned by Tollefson Development and property owners
on the east side of Pike Lake Road.
I 2. This project will require connection to the Met Council sanitary sewer interceptor and
I includes anencroachmeIit agreement.
3. Pike Lake Road is a Municipal State Aid Road and plansand specifications will require
I approval from MnlDOT for funding.
4. This project will require the paving of the proposed roads, sanitary sewer, and watermain
I to be completed by June 29, 2007 for the ISD 720 Elementary School.
5. This project requires Street "A" to terminate at a proposed temporary cul-de-sac until this
m road is extended in the future by development.
This project is being completed as a Chapter 429 Improvement. This process will require
6.
B a public hearing for the project and the Council will need to order the improvement
following the hearing in order to proceed.
U Based on the conclusions listed, the following is recommended:
1. It is the recommendation ofWSB& Associates, Inc. that this project is feasible,
I necessary, and cost-effective from an engineering standpoint. We recommend
construction ofthe proposed improvements as detailed in this report.
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of Shakopee Project No. 2007-3 Page 14
WSB Project No. 1566-16
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I APPENDIX A
I Project Maps and Figures
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
I From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
City of Shako pee Project No. 2007-3
WSB Project No. 1566-16
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701 Xenia Avenue South, Suite 300 WSB Project No. 1566-16
WSB Minneapolis, MN 55416 and Street "A"
,I www.wsbeng.com
Project Location Map FIGURE
I & Associates, Inc.
II 763.5414800 - Fax 763-541.1700 Shakopee, Minnesota 1
INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION
II K:I01566-16ICadIExhibitsllocation,dwg, Layout1
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I City Project No, 2007-3 DATE: December, 2006
_'I . WSB Project No. 1566-16
... 701 Xenia Avenue South, Suite 300 Pike Lake Road
IJI'~B Minneapolis, MN 55416
rrt;1 www,wsbeng,com Existing Conditions FIGURE
I & k_..' '"< 2
II 763-5414800. Fax 763-541-1700 Shakopee, Minnesota
INFRASTRUCTURE . ENGINEERING . PLANNING CONSTRUCTION
I K:I01566-16ICadIExhibitslexist conditions,dwg, Layout1
I EX. EX.
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EX.MCES EASEMENT R/W 26' lt 33' R/W
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PIKE LAKE ROAD (TYP)
I STA 21+31 TO STA 21+64
STA 23+68 TO STA 28+08
I 35' EX. EX. EX.
EX.MCES EASEMENT R!W 26' lt R/W
PROP SED 14
R/W 40' 40'
I 2' 8' 10' 4' VARIES 12' 4' 12' 8' 10'
BIT TRAIL BLVD HLDR THRU LANE THRU LANE &: HLDR BLVD
RIGHT TURN LANE old I-
~~
I B618 CONCRETE <~
zen
'f.:, M. CURB &: GUTTER ~~
K 2.0% ~ .2&2! I c?:
~",'j; li;~
b;.\ - - 8::>
I SEE INSET" A",
PIKE LAKE ROAD
STA 21+64 TO STA 23+68
STA 28+08 TO STA 29+40
I I-
z R/W
old"" 10' 30' lt 30' R/W
~
""""
- ,,~
~"" 4' 8' 10' 18' 18'
<?: BIT TRAIL BLVD THRU LANE THRU LANE
l5::J I
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2'
I 'f.:, J B618 CONCRETE
CURB &: GUTTER
2.0% ~ ~
",'1; -
b;.\ -
U SEE INSET "B"
STREET A
STA 5+50 TO STA 10+00
D
D 2" TYPE MVWE45035B BITUMINOUS WEARING COURSE (2350) 1.5" TYPE MVWE45035B BITUMINOUS WEARING COURSE (2350)
2357 BITUMINOUS TACK COAT 2357 BITUMINOUS TACK COAT
2.5" TYPE MVNW35035B BITUMINOUS NON-WEARING COURSE (2350) 2.5" TYPE MVNW35035S BITUMINOUS NON-WEARING COURSE (2350)
g 10" MnDOT SPEC. 2211 CLASS 5 AGGREGATE BASE 8" MnDOT SPEC. 2211 CLASS 5 AGGREGATE BASE
(100% CRUSHED LIMESTONE) (100% CRUSHED LIMESTONE)
APPROVED SUBGRADE APPROVED SUBGRADE
m ~ _Il): Pike Lake Road City Project No. 2007-3 Date: December, 2006
701 Xenia Avenue South, Suite 300 and Street "A" WSB Project No. 156a:.16
WSB Minneapolis, MN 55416
I www.wsbeng.com Typical Sections FIGURE
&' Associates, (nc.
"1st; 763-541-4800 - Fax 763-541-1700 Shakopee, Minnesota 3
INFRASTRUCTURE w ENGINEERING & PLANNING @CONSTRUCTION
I K:\01566-16\Cad\Exhibits\lypical sections.dwg, Layout1
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~ I 80' DIAMETER i 'f' "'-
o 100 TEMPORARY ( 'I
I CUL-DE-SAC I ISO 720 / I // I
LEGEND ~CONNECT J ELEMENTARY / / ;' , (
\ TO EX. WM ' /
I =~-=~~-=---- RIGHT-OF-WAY \ /' SCHOOL / () I I I \ I
--- LOT LINE "...______ ~ I' , C/) ; ',\
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WA TER MAIN X. SCHOOL I ;::c , \
ENTRANCE I ........; " \......-:
I I I I · I I I SANITARY SEWER 8"DIP WM ' 0) " ~;:::
, ----I
. . . . .. STORM SEWER SANITARY SEWER ;,' / r ~ \
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STORM 136'F -F / , ~ ;';' Il--':; I
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8'BIT TRAIL ; /, ---- ---- ---- \ I
CONNECT' Y
~~~LET TO EX. WM - ,.' / t - - - - 'r
I EXTEND ST. 16"DIP WM / I I I \
EX. CMP LIGHT 16"WM, , ,
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I I -- I itJ I' 80'R/W I ."" - /
, END CURB:" , .1 I I 1 CONSTRUCTION--
I I · -:11' WA TERMAIN & I cj 1 1 CONNECT II' LIMITS ~;rYP) -- / '
I I :., I SAN. SEWER ,~,I TO EX. MCES III · / , I
I .- I, STUBS ~ CONST. SANITARY I I tit / ' I
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I " CONNECTION I Cl I APPOX. I ADDITIONAL
-; , I I I ~ I 1461 SF I I,' RIGHT-OF-WAY / I I
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~ 701 Xenia Avenue South, Suite 300' . ,
IA/~B Minneapolis, MN 55416 Pike Lake Road & Street "A" City Project No. 2007-3 DATE: December, 2006
I rr ri:1. www.wsbeng.com WSB Project No. 1566-16
& Associates Inc Proposed Conditions I
"11 763-541-4\\OO.Fax763-541-1700 S FIGURE
INFRASTRUCTURE . ENGINEERING . PLANNING CONSTRUCTION Shakopee, Minnesota HAKOPEE 4
I K.I01566-16ICadIExhlbltslprop condltions.dwg, Layout1
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D
g APPENDIX B
Project Cost & Funding Summary
I Cost Estimates
Estimated. Assessments
I
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to 1100 Feet South
I City of S/zakopee Project No. 2007-3
WSB Project No. 1566-16
I
I COST & FUNDING SUMMARY
I ' , ~:, ."" ,_ . "." ~"" _', :...,.' :", , .x' :_." ," ,. }' .:m,,~',_ . "'" ,.. _' ~"" ",,' ,'. .,,' c,_,. '", .'. '.. _ ,._'__ ,_,' '-,'. -". . "', ..~ ..,. ..
WSB Project: Pike Lake Road and Street "A" Improvements
Project Location: Shakopee;MN
I City Project No: 2007-3
WSB Project No: 01566-16
I Date: 1/8/2007
PROJECT COSTS
0 PIKE LAKE RD
STREET $328,650.00
IMPROVEMETNS
D STREET"A"STREET $115,569.56
IMPROVEMENTS
SANITARY SEWER $95,280.94
m IMPROVEMENTS
STORM SEWER $125,834.63
IMPROVEMENTS .
WATER MAIN . $156,965.81
I IMPROVEMENTS
TOTAL $822,300.94
I PROJECT FUNDING
I ASSESSMENTS $693,709.41
I CITY FUNDS $80,225.91
.
SHAKOPEE PUBLIC
UTILITIES $48,365.63
I COMMISSION
TOTAL $822,300.94 .
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I PIKE LAKE ROAD (44-FOOT Face-ta-Face) DESIGN
_fiT"~~ , .,.._MV_r"' " ~;'>8m ~~w, ~~~~~'c'~ ~: "' .w~ ~ '''i''\ W.:BB
WSB Project: Pike Lake Road and Street" A" Improvements
Project Location: Shakopee, MN
City Project No: 2007-3
I WSB Project No: 01566-16
Date: 1/8/2007
I STREET IMPROVEMENTS (DESIGN)
PROJECT TOTAL
TAB Item Unit Estimated Estimated
Number Descrinrlon Unit Price O"anti'" Cost
I 2021501 MOBILIZATION LUMP SUM $12,000,00 1.00 '. $12,000.00
2104501 REMOVE SEWER PIPE (STORM) LIN IT $9.00 82 $138.00
2104505 REMOVE BITUMINOUS PAVEMENT SQYD $250 390 $975,00
2104509 REMOVE SIGN lYPE C EACH $50.00 2 $100.00
I 2104513 SA WING BIT PAVEMENT (FULL DEPTII) LIN IT $350 225 $787.50
2104521 SALVAGE FENCE . UN IT $8.00 175 $1.400,00
2105501 COMMON EXCAVATION (P) CUYD $5.00 4150 $20,750.00
I 2105507 SUBGRADEEXCAVATION CUYD $750 400 $3,00MO
2105522 SELECT GRANULAR BORROW (LV) . cum $12,00 400 $4,80MO
221 LS03 10" AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $12.00 3600 $43,200.00
I 2350501 2" TYPE MY 4 WEARING COURSE MIXTURE (C) TON $56.00 670 $37,520.00
2350502 25" TYPE MY 3 NON WEARING COURSE MIXTURE (B) TON $43.00 840 $36,120.00
.
2357502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3,00 300 $900,00
I .
25215/1 2.5" BITUMINOUS WALK (INCL. AGO, BASE & PREP) LIN IT $18.00 770 $13,860.00
253 1.501 CONCRETE CURB & GUTTER DESIGN B6 1 8 UN IT $9.00 1760 $15,840.00
I 2531.507 6" CONCRETEDRlVEWAY PAVEMENT SQW $40.00 90 $3,600.00
2531.602 PEDESTRIAN CURB RAMP - SPECIAL (TRUNCATED DOME) EACH $700.00 2 $1,400.00
2540.602 SALVAGE AND REINSTALL MAILBOX EACH $)00.00 4 $400.00
I 2545.603 INSTALL 1.25" UTILIlY CONDUIT LIN FT $350 1330 $4,655.00
2545.603 INSTALL 2". 3", &4" UTILITY CONDUIT LIN FT $2.50 640 $1,600.00
2545.603 CONDUIT TRENCH (FOR 2", 3" &; 4" CONDUIT CROSSINGS) LIN IT $4.00 160 $640.00
I 2557.603 INSTALL SALVAGED FENCE LIN FT $1350 175 $2,36250
2563.601 TRAFFIC CONTROL LUMP SUM $3,300.00 I $3,300.00
.
I 2564.602 PAVEMENTMESSAGE(LT ARROW) EPOXY EACH $120.00 8 $960.00
2564.602 PAVEMENT MESSAGE (RT-TIiRU ARROW) - EPOXY EACH $210.00 4 $840.00
2564.603 4" SOLID LINE WHITE-EPOXY LIN IT $0.25 4272 $1,068.00
2564.603 4" BROKEN LINE YELLOW-EPOXY LIN FT' $0.25 992, $248.00
2564.603 4" SOLID LINE YELLOW - EPOXY . LIN IT $0.25 992 $248.00
I 2564.603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $050 938 $469.00
2564.603 24" SOLID LINE WHIm - EPOXY LIN FT $4.00 136 $544.00
2564.602 SIGN PANELS lYPE D EACH $145.00 4 $580.00
2564.618 SIGN PANELS lYPE C SQFT $30.00 80 $2,400.00
I 2564.618 ZEBRA CROSSWALK-EPOXY .. SQFT $4.00 198 $792.00
256't.618 ZEBRA CROSSWALK-WHITE POLY PREFORM SQFT $16.00 198 $3,168.00
2571.502 DECIDUOUS TREE 25" CAL B&B EACH $390.00 8 $3,120.00
I -
STREET LIGHTS (FURNISHED & INSTALLED BY SPUC) EACH $3,000.00 4 ! $12,000.00
- " -+
2573.502 SILT FENCE lYPE MACHINE SLICED tIN FT $250 2000 $5,000.00
2573.530 INLET PRomCTION lYPE B EACH $40.00 6 $240.00
I 2573.530 INLET PROTECTION lYPE C . EACH $50.00 6 $300.00
2573.603 BIOROLL LIN IT $6.00 25 $150.00
I
2575.501 SEEDING ACRE $2,000.00 I $2,000.00
I 2575.505 SODDING lYPE SALT RESISTANT SQYD $250 2350 $5,875.00
--'
2575.523 EROSION CONTROL BLANKET CATEGORY 3 SQYD $150 300 -i- $450.00
. i
SUB TOTAL CONSTRUCTION COSTS $ 250,400.00
.-
I 5% CONTINGENCY $ 12,520.00
------.....-- ----------'---
SUBTOTAL $ 262,920.00
.-.---- ._--
25% INDIRECT $ 65,730.00
TOTAL PROJECT COSTS $ 328,650.00
I 01566-16 Feas Est 010807
PIKE LAKE ROAD (36-FOOT Face-to-Face) EQUIVALENT ROADWAY
I ~-~~~ rr~:: =. "'" ...,1=,,$ I ~'$~@:~~'*~"it'iM:,*,,\'%'''~'''''',' , %:%l,,'"~- '~t At =..",_",,", ,~~.tiil~1?~~~l."..w,\llL 'I:'f:if/m,'''''''''''''''',X< ,_f'I
WSB Project: Pike Lake Road and Street" A" Improvements
Project Localion: Shakopee, MN
Cily Project No.' 2007-3
- WSB Project No: 01566.16.
Date: 1/8/2007
STREET IMPROVEMENTS (EQUIV.)
I PROJECT TOTAL
TAB It~m Unit Estimated Estimated
Number Descrintion Unit Price Ouantitv Cost
R 2021.501 MOBILIZATION LUMP SUM $9,400.00 1.00 $9,400.00
'. ".
2104501 REMOVE SEWER PIPE (STORM) UN FT $9.00 . n $738.00
2104505 REMOVE BITUMINOUS PAVEMENT SQYD $250 390 $975.00
2104.509 REMOVE SIGN TYPE C EACH $50.00 2 $100.00
U 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $3.50 225 $787.50
2104.521 SALVAGE FENCE LIN FT $8.00 175 $1,400.00
2105.501 COMMON EXCAVATION (P) CUYD $5.00 3400 $17,000.00
U 2105.507 SUBGRADE EXCAVATION CUYD $7.50 340 $2,550.00
2105.522 SE.LECT GRANULAR BORROW (LV) CUYD $12.00 340 $4,080.00
.
. 2211.503 8" AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $12.00 2400 $28,800.00
a 2350.50 I 1.5" TYPE MV 4 WEARING COURSE MIXTURE (C) TON $56.00 400 $22,400.00
2350.502 2.5" lYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $43.00 680 $29,240.00
m 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 240 $720.00
.
2521.511 2.5" BITUMINOUS WALK (INCL AGG. BASE & PREP.) LIN IT $18.00 770 $13,860.00
2531.50 I CONCRETE CURB & GUITER DESIGN B618 . LIN IT $9.00 1760 $15,840.00
I 2531.507 6" CONCRETE DRlVEWA Y PAVEMENT -SQYD $40.00 90 $3,600.00
2531.602 PEDESTRlAN CURB RAMP - SPECIAL (TRUNCATED DOME) EACH $700.00 2 $1,400.00
2540.602 SALVAGE AND REINSTALL MAILBOX EACH $100.00 4 $400.00
I 2545.603 INSTALL 1.25" UTILITY CONDUIT LIN IT $3.50 665 $2,327.50
2545.603 INSTALL 2", 3". &. 4" UTILITY CONDUIT LIN IT $2.50 640 $1,600.00
2545.603 CONDUIT TRENCH (FOR 2", 3" &. 4" CONDUIT CROSSINGS) LIN IT $4.00 160 $640.00
I 2557.603 INSTALL SALVAGED FENCE LIN IT $13.50 175 $2,36250
2563.601 TRAFFIC CONTROL . LUMP SUM $3,300.00 I $3,300.00
I 2564.602 SIGN PANELS lYPE D EACH $145.00 4 $580.00
2564.618 SIGN PANELS TYPE C . SQFT $30.00 40 $1.200.00
2564.618 ZEBRA CROSSW ALK-EPOlCY SQIT $4.00 198 $792.00
2564.618 ZEBRA CROSSWALK-WHITE POLY PREFORM SQIT $16.00 198 $3,168.00
I . .
2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH $390.00
,
STREET LIGHTS (FURNISHED & INSTALLED BY SPUC) EACH $3,000.00 2 $6,000.00
I 2573.502 SILT FENCE lYPEMACHINE SLICED . UN FT $2.50 2000 $5,000.00
2573.530 INLET PROTECTION tyPE B EACH $40.00 6 $240.00
2573.530 INLET PROTECTION TYPE C EACH $50.00 6 $300.00
I 2573.603 BIOROLL LIN IT $6.00 25 -~
2575.501 sEEDING ACRE $2,000.00 1 $2,000.00
2575.505 SODDING TYPE SALT RESISTANT SQYD $2.50 2350 $5,875.00
I 2575.523 EROSION CONTROL BLANKET CATEGORY 3 SQYD $1.50 300 $450.00
SUB TOTAL CONSTRUCTION COSTS . $ 189,275.50
5% CONTlNGENCY $ 9.463.78
I SUBTOTAL . $ 198.739.28
25% INDIRECT $ 49,684.82
TOTAL PROJECT COSTS $ 248,424.09
I !1-WIDE ROADWAY (DESIGN1- . $ 328,~~
36-WIDE ROADWAY (EQUIVALENT) (ASSESSABLE AMOUNT) $ 248,424.09
CITY OVERSIZING COSTS $ 80,225.91
I 01566-16 Feas Est 010807
I STREET "A" (DESIGN)
~ ~ ~'*~~'~ "_,@~m_._".,..._~~~"-'''''~'.,, mmi. "}llljjlf l!!._ih-< ,h "M_,J!WW""-lb__,,-,~_
WSB Project: Pike Lake Road and Slreet "A" Improvements
Project Location: Shakopee, MN
I City Project No: 2007-3
WSB Project'No: 01566-16
Date: 1/8/2007
I STREET IMPROVEMENTS (DESIGN)
PROJECT TOTAL
TAB Item Unit Estimated Estimated
I Number Descriotion Unit Price Ouantitv Cost
.', 2021.501 MOBILIZATION LUMP SUM $4,400.00 LOO $4,400.00
2104.505 REMOVE BITUMINOUS PAVEMENT SQYD $2,50 10 $25,00
I 2104513 SA WING BIT PAVEMENT (FULL DEPTH) LIN FT $350 28 I $98.00
2105.501 COMMON EXCAYATlON (P) CUYD $5.00 3000 $IS,OOO.OO
2105.507 SUB GRADE EXCA Y ATlON CUYD $7,50 300 $2,250.00
I 2105.S22 SELECT GRANULAR BORROW (LV) CUYD $12.00 300 $3,600.00
'.
221 1.503 8" AGGREGATE BASE CLASS 5(100% CRUSHED) TON $12.00 1170 $14,040.00
I 2350.501 15" TYPE MY 4 WEARING COURSE MIXTURE C> TON $56,00 200 $11,200.00
2350.502 2.5" TYPE MY 3 NON WEARING COURSE MIXTURE (B) . TON $43.00 340 $14,620.00
2357502 BITUMINOUSMATE~ALFORTACKCOAT GALLON $3,00 120 $360.00
I ,
2521511 25" BITUMINOUS WALK (INCL. AGG. BASE &. PREP.) LIN FT $18.00 300 $5,400.00
I 2531.501 CONCRETE CURB &. GUTTER DESIGN MI8 LIN FT $9,00 670 $6,030.00
253L 602 PEDEST~AN CURB RAMP - SPECIAL (TRUNCATED DOME) EACH $700.00 2 $1,400,00
2554.505 PERMANENT BARRICADES LIN FT $30.00 40 $1,200.00
I 2564.618 SIGN PANELS TYPE C SQFT $30.00 12 $360.00
2573.502 SILT FENCE TYPE MACHINE SLICED LIN FT $2.50 1000 $2,500.00
I 2573.530 INLET PROTECTION TYPE B EACH $40.00 8 $320.00
2573.530 INLET PROTECTION TYPE C EACH $SO.OO 8 $400.00
2573.603 BIOROLL . LIN FT $6.00 25 $150.00
I 2575,501 SEEDING ACRE $2,000.00 I $2,000.00
2575.505 SODDING TYPE SALT RESISTANT SQYD $2.50 900 $2,250.00
2575.523 EROSION CONTROL BLANKET CATEGORY 3 SQYD $150 300 $4S0.00
I SUB TOTAL CONSTRUCTION COSTS $ 88,053.00
5% CONTINGENCY . $ 4,402.65
SUBTOTAL $ 92,455.,65
25% INDIRECT $ 23,113.91
I TOTAL PROJECT COSTS . $ 115,569.56
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I 01566-16 Feas Est 010807
SANITARY SEWER IMPROVEMENTS
I ~. V".",.~~,-, n. IT:t0WIRj _l:._n.~J_...,.._.,~~h~,,~.. ~,~_~"~,,.~L_ Wi",,, .._k\~~\~
WSB Project: Pike Lake Road and Street "A" Improvements
Project Location: Shako pee, MN
I City Project No: 2007-3
WSB Project No: 01566-16
Date: 1/8/2007
I SANITARY SEWER CONSTRUCTION
PROJECT TOTAL
TAB Item Unit Estimated Estimated
I Number Descriotion Unit Price Ouantitv Cost
2021.501 MOBILIZATION LUMP SUM $3,400.00 1.00 $3,400.00
. !
2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $10.00 26 $260.00
I 2105.601 DEWATERING LUMP SUM $10,000.00 1 $10,000.00
2503.603 CONNECT TO EXISTING SANITARY SEWER (8" PVC) EACH $750.00 1 $750.00
I 2503.603 CONNECT TO EXISTING SANITARY SEWER (MCES 36" RCP) EACH $4.700.00 1 $4,700.00
2503.603 CONNECT TO EXISTING STORM SEWER EACH $700.00 1 $700.00
2503.603 8" PVC PIPE SEWER - SDR26 LIN FT $34.00 590 $20,060.00
2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT $2.00 685 $1,370.00
I 2506.602 CASTING ASSEMBLY (SANITARY) I EACH $420.00 4 $1,680.00
2506.603 CONSTRUCT 48" DIAMETER SANITARY SEWER MANHOLE LIN FT $190.00 70 $13,300,00
2506.603 CONSTRUCT 72" DIAMETER SANITARY SEWER MANHOLE (LINED) LIN FT $655.00 25 $16,375.00
I SUB TOTAL CONSTRUCTION COSTS $ 72,595.00
5% CONTINGENCY .' $ 3.629.75
I SUBTOTAL . $ 76,224.75
25% INDIRECT $ 19,056.19
TOTAL PROJECT COSTS $ 95,280.94
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I 01566-16 Feas Est 010807
STORM SEWER IMPROVEMEMTS
I '-iIB&..___wm!I'.7(ill ._~~""'=~"illill' , ,,):\i./ -s.':,1e;~~.iffi~ ._-,~,,-;!, !\\~_;t~ ' u, -
WSB Project: Pike Lake Road and Street "A" Improvements
Project Location,' Shako pee, MN
I City Project No: 2007-3
WSB Project No: 01566-16
Date: 1/8/2007
I STORM SEWER AND POND CONSTRUCTION
PROJECT TOTAL
TAB Item Unit Estimated Estimated
I Number DescriDtion Unit Price Ouantitv Cost
: 2021.5011~OBILIZATION 1 LUMP SUM $4,600.00 1,00 $4.600.00
_12105.507jPOND ~XCAVATlON i
r--
i' CUYD I $4.00 2500 $10,000.00
I r I
-"----+---~
12501.511 i IS" CS PIPE CULVERT i LlN FT $30.00 . 52 $1,560.00
;
2501.515 IS" CS PIPE APRON i EACH $425.00 3 $1,275.00
-.
i 2501.515 15" RC PIPE APRON , EACH $550.00 2 $1,100.00
I 2501.515 liS" RC PIPE APRON ! EACH $575,00 2 $1,150.00
! 2501,515 i27" RC PIPE APRON i EACH $170.00 I $770.00
---I 250L602lTRASH GUARD FOR 15" PIPE APRON EACH $330.00 2 $660.00
! 250L6021TRASH GUARD FOR IS" PIPE APRON i EACH $350,00 2 $700.00
I
I ---r
J 2501,602 TRASH GUARD FOR 27" PIPE APRON I EACH $SOO.OO I $SOO.OO
--I I I
---T2503.541 ' 15" RC PIPE SEWER DESIGN 3006 CL V I LIN FT $30.00 391 $11.730.00
, 2503.54~_IIS" RC PIPE SEWER DESIGN 3006 CL V . .-r LlNFT $33,00 309 $10,197.00
I 2503.541 21" RC PIPE SEWER DESIGN 3006 CL V -1- LIN FT $36.00 436 $15,696.00
_--+2503.541 24" RC PIPE SEWER DESIGN 3006 CL III ! LIN FT $38.00 108 . $4.104.00
2503.602 27" RC PIPE SEWER DESIGN 3006 CL III 'T LIN FT $46.00 57 $2,622.00
2503.603 CONNECT TO EXISTING STORM SEWER ---/EACH $700.00 2 $1,400.00
I I
2506.501 CONST DRAINAGE STRUCTURE DESIGN SPECIAL (2'x3') I EACH $1,430.00 5 $7,150.00
I
2506.501 CONST DRAINAGE STRUCTURE DES 4S-4020 LIN FT $250.00 16.0 $4,000.00
I 2506.501 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT $370.00 20.0 $7,400.00
2506.516 CASTING ASSEMBLY (STORM) EACH $490.00 12 $5,SSO.00
:
2511.502 RANDOM RlPRAP CLASS IV I TON $70.00 44 $3,OSO.00
I I '. I
SUB TOTAL CONSTRUCTION COSTS $ 95,874.00
5% CONTINGENCY $ 4,793.70
SUBTOTAL $ 100,667.70
I 25% INDIRECT $ 25,166.93
TOTAL PROJECT COSTS $ 125,834.63
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I 01566-16 Fees Est 010807
I WATER MAIN IMPROVEMENTS & OVERSIZING COSTS
~\%~__i!.!f..__~,~~.~%..."._..-.~\f,$lt4\l!iilii.1._,>",,=y=_\'M1.'M_~__4B.'%1%\1__.
WSB Project: Pike Lake Road and Street "A" Improvements
Project Location: Shakopee, MN
I City Project No: 2007-3
WSB Project No: 01566-]6
Date: 1/8/2007
I WATER MAIN CONSTRUCTION
16" WATERMAIN (PROJECT) TOTAL
TAB Jtem Unit Estimated Estimated
I Number . Descrintion Unit Price Ouantitv Cost
2021.501 IMOBILZATlON LUMI' SUM S5,700.00 1 S5,700.00
, 2504.602 CONNECT TO EXrSTING WATER MAIN (8" DIP) EACH S730.00 . 1 S730.00
2504.602 CONNECT TO ExrSTlNG WATER MAIN (16" DIP) EACH SI.600.00 1 SI,600.00
I 2504.602 RELOCATE HYDRANT & VALVE EACH S990.00 2 $1,980.00
! 2504.602 HYDRANT EACH S2,400.00 '. 3 S7.200.00
2504.602 6" GATE VALVE AND BOX EACH S900.00 3 S2,700.00
, 2504.602 !8"GATEVALVEANDBOX EACH SI,275.00 2 . $2,550.00
I 2504.602 16" BUTTERFLY VALVE WITH MH .' EACH S7,575.00 2 SI5,150.00
2504.603 6" W ATERMAlN DUCTCLE IRON CL 52 LIN FT $32.00 69 $2,208.00
2504.603 8" W ATERMAIN DUCTCLE IRON CL 52 LIN FT S35.00 705 S24,675.00
2504.603 16" WATERMAIN DUCTILE IRON CL 52 LIN FT S52.00 800 $41,600.00
I 2504.608 DUCTILE IRON FITTINGS POUND I S4.00 3375 SI3,500.00
SUB TOT ALCONSTRUCTION COSTS . $ 119,593.00
5% CONTINGENCY $ 5,979.65
I SUBTOTAL $ 125,572.65
25% INDIRECT $ 31,393.16
TOTAL 16" WATERMAIN COSTS . . S 156,965.81
I
8" WATERMAIN (EQUIVALENT) TOTAL
TAB Item Unit Estimated Estimated
I Number Descriotion Unit Price Ouantitv Cost
2021.501 MOBLlZATlON LUMP SUM $3,900.00 1 S3.900.00
2504.602 CONNECT TO EXISTING WATER MAIN (8" DIP) .' EACH $730.00 2 S1,460.00
2504.602 CONNECT TO EXISTING WATER MAIN (16' DIP) EACH $1,600.00 0 SO.OO
I 2504.602 RELOCATE HYDRANT & VALVE EACH S990.00 2 SI,980.00
2504.602 HYDRANT EACH $2,400.00 3 S7,200.00
2504.602 6' GATE VALVE AND BOX EACH $900.00 3 $2,700.00
2504.602 8" GATE VALVE AND BOX EACH $1,275.00 4 $5,100.00
I 2504.602. 16" BUTTERFLY VALVE WITH MH EACH $7,575.00 0 $0.00
2504.603 6" W ATERMAIN DUCTILE IRON CL 52 LIN FT $32.00 69 $2,208.00
2504.603 8" WATERMAINDUCTCLEIRON CL 52 LIN FT $35.00 1505 S52,675.00
2504.603 16" WATERMAINDUCTlLE IRON CL 52 LIN FT S52.00 0 SO.OO
I 2504.608 DUCTCLE IRON FITTINGS POUND S4.00 1380 S5,520.00
SUB TOTAL CONSTRUCTION COSTS $ 82,743.00
-
5% CONTINGENCY . $ 4,137.15
SUBTOTAL . $ 86,880.15
I 25% INDIRECT S 21,720.04
TOTAL 8" EQUIVALENT COSTS $ 108,600.19
I 16" W A l'ERMAIN $ 156,965.81
8" W A TERMAIN EQUIVALENT $ 108,600.19
I OVERSIZING COSTS $ 48,365.63
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I 01566-16 Feas Est 010807
I ASSESSMENTS
,~
I WSB Project: Pike Lake Road and Street "A" Improvements
Project Location: Shakopee, MN
City Project No: 2007-3
I WSB Project No: 01566-16
Date: 1/8/2007
PROPERTIES ON EAST SIDE OF PIKE LAKE RD
I P.J.D. PROPERTY OWNER LEGAL DESCRIPTION FRONT TOTAL ASSESSMENT
FOOTAGE
ANDERSON, NATHAN L
I 271390030 2003 PIKE LAKE ROAD PLAT - 27139 MEADOWBROOK 375 $ 46,487.92 *
SHAKOPEE, MN 55379 RUN LOT 3 BLK 1
ANDERT, DONALD D &
LOISM PLAT - 27139 MEADOWBROOK $
I 271390040 2033 PIKE LAKE ROAD RUN LOT 4 BLK 1 310 38,430.01 *
SHAKOPEE, MN 55379
PADFIELD, RICKEY H &
I SUSAN R PLAT - 27139 MEADOWBROOK
271390050 2063 PIKE LAKE ROAD RUN LOT 5 BLK 1 190 $ 23,553.88 *
SHAKOPEE, MN 55379
GROVE MITCHELL G &
I LISA A PLAT - 27139 MEADOWBROOK *
271390050 2093 PIKE LAKE ROAD RUN LOT 6 BLK 1 0 $ -
SHAKOPEE, MN 55379
I EAST SIDE ASSESSMENT 875 $ 108,471.80 *
SUB TOTAL
PROPERTIES ON WEST SIDE OF PIKE LAKE RD
I P.I.D. PROPERTY OWNER LEGAL DESCRIPTION FRONT TOTAL ASSESSMENT
FOOTAGE
Sect-14 Twp-115 Range-022 20.36
AC COM SE COR SW1/4, N ALONG
I ISD 720 E LN 1198.75' TO POB, W 314.88',
CURVE SW'ERL Y 176.44'N 31-36-25
279140173 505HOLMESSTS W11874' S74-28-13W14073' N 1174 $ 320,461.26 *
SHAKOPEE, MN 55379 86-59-05 IN 446.87', N 892.61', TO CL
CO RD 16, S 76-11-41 E ALONGCL
I 1162.51'TO E LN SW11
Sect-14 Twp-115 Range-022 113.99
AC P/O SW1/4 LYING S OF CO RD
I TOLLEFSON .16 EX COMSE COR SW1/4, N
279140170 DEVELOPMENT INC ALONGE LN 1198.75' TO POB, W 970 $ 264,776.34 *
20520 KEOKUKAVE 314.88', CURVE SW'ERL Y 176A4'N
LAKEVILLE MN, 55044 31-36-25 W 118.7:4', S 74-28-13 W
140.73', N 86-59-05 W 446.87', N
I 892.fl1' TO CL CO RD 16, S 76:11-4
WEST SIDE ASSESSMENT 2144 $ 585,237.60 *
SUB TOTAL,-
I ASSESSMENT GRAND $ 693;709.41 *
TOTAL
I ASSESSABLE COST SUMMARY: PARTICIPANTS
PIKE LAKE RD 36-EQUIV ROAD EAST & WEST $ 248,424.09
STREET A WEST $ 115,569.56
SANITARY SEWER WEST $ 95,280.94
I STORM SEWER EAST & WEST $ 125,834.63
8" EQUIVALENT WATERMAIN WEST $ 108,600.19
GRAND TOTAL $ 693,709.41
I ASSESSMENT PER FRONT.FOOT PROPERTIES ON EAST SIDE OF PIKE LAKE RD $ 123.97
ASSESSMENT PER FRONT-FOOT PROPERTIES ON WEST SIDE OF PIKE LAKE RD $ 272.97
* NOTE: TOLLEFSON DEVELOPMENT INC. HAS AGREED TO PA Y ALL ASSESSMENT COSTS FOR THIS PROJECT
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I APPENDIX C
I Soils Report
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I Feasibility Report
Pike Lake Road and Street "A" Improvements
From CSAH 16 (Eagle Creek Boulevard) to I I 00 Feet South
I City of Shako pee Project No. 2007-3
WSB Project No. 1566-16
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I Report of Subsurface Exploration.
I Pike Lake Road
Shakopee, Minnesota
I
I November 9,2006 ,
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I Allied Project 06063
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I Allied .TestDrilling Company
I 7125 West 126th Street, Suite 500
Savage, Minnesota 55378
I Ph: 952-890-5909
Fax: 952-890-5883
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I ALLIED TEST .DRILLING COMPANY
7125 West 126t11 Street Suite 500 Savage, MN 55378
I Telephone: 952-890-5909 . Fax: 952-890-5883
I Geotechnical Services . Commercial, Residential and Municipal
I November 09,2006
Attn:Tdm VoII, P. E.
I WSB & associates, Inc.
701 Xenia Avenue South. Suite 300
Minneapolis, MN 55416
I Re: Subgrade $oillnvestigation for . Allied Project No. 06063
City of Shakopee
I Pike lake Road
,Shakopee,MN
I Dear Mr. Vall,
In accordance with your request, we have completed the enclosed report for the
I 'above referenced project. A description of the soils encountered are presented in that
report.
I Based on visual soil classifications, the soil types influencing the roadwaydesign
include sand, and fine sandy loam. These soils classify as AASHTO A-1, thru A-4 soils.
Stabilometer R-values range from 45 to 70. The approximate AASHTO soil
I classifications are shown on the boring logs.
Boring number 3 put down near the south end of the job contains topsoil material
I down to about a 6-1/2 foot depth. This soil should be removed from the roadway;
Also enclosed is an invoice for our services. Kindly examine and if proper, process
I for payment at your earliest convenience.
If you haveany questions on this or any other matter, or jf we can be of further
I service to you in any additional capacity, do not hesitate to contact us at your
convenience. .
I Sincerely, "
Allied Test. Drilling Company
I 'I' ~ .'
../ .':, ./"1 ._
/6 ". 1'_ 7: " ," .. f-/,
/xgt -:-~0) tf~Uj-/( I , C
I GordonJ. . Kopacek, P. E.
President
CC: Jeff Weyandt, City .of Shakopee
I
I
I ALLIED TEST DRILLING COMPANY
I 7125 West 126th Street Suite 500 Savage, MN 55378
Teiephone: 952-890-5909 .. Fax: 952-890-5883
I Georechn~aISeN~es . Commercial, Residential and Municipal
I SUBSURFACE SOIL INVESTIGATION
FOR .
PIKE LAKE ROAD
I ALLIED PROJECT NUMBER 06063
I INTRODUCTION
.
I This report summarizes the findings of a subgrade soil investigation completed by
Allied Test Drilling company for the evaluation of the present roadway of Pike Lake
Road south of County Road No. 16 in Shakopee, Minnesota.
I,' Said work was performed for The City of Shakopee, hereafter referred to as the
"Owner" .
I Three soil borings relating to the roadways were performed within the project areas
, to establish soil profiles. These borings were put down on the roadways. From these
I borings, a sample of soil representative of certain depths of the subgrade and/or base
aggregate inplace in the roadway embankment was processed by making visual soil
, classifications as per the MNDOT soils classification method. An estimation of the
I AASHTO?oil class was made based on the soil texture and plasticity by visual means.
From this data recommendations are made regarding subgrade soil suitability for
I pavement support, and recommended R-values for pavement design.
I TEST LOCATIONS AND ELEVATIONS
Random test locations were selected by WSB & Associates, .Inc. Design Engineer
I for the Owner'.
, . Depths of the boringsare.referenced to the top of the Aggregate Base at each location;
I
FIELD INVESTIGATION
I A total of three Standard Penetration Test, (SPT), borings Were put down at the site
to depths up to of 31-1/2 feet in accordance with ASTM 1586-84: "Standard Method for
I penetration Test and Split-Barrel Sampling of Soils". Using this procedure, a 2" 0.0.
split barrel sampler is driven into the soil by a140 Ib weight falling a distance of 30
inches. After an initial set of 6", the numberof blows required to drive the sampler an
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I Project 06063
. Pike lake Road Page -2-
I additional 12 inches is known as the standard penetration resistance or "N" value. The
"N" value provides an indication of the relative density of cohesionless, (coarse grained)
soils or of the consistency of cohesive, (fine grained), soils.
I As the samples were obtained in the field, they were visually and manually
classified. Representative portions of the samples were then sealed in clean, glass, soil
I jars and returned to the laboratory for further examination and verification of the field
classification. Logs of the test borings indicating the depth and identification of the
I various strata, measured penetration resistances, soil classifications and the results of
water level checks are included in the appendix to this report.
I In addition to soil classifications by the Mn/DOT tri-Gixial chart method, soils were
further classified according to AASHTO M145, "Classification of Soils for Highway
Constructio'n Purposes". These classifications are in the zones of most likely pavement
I influence. Stabilometer R-values were approximated based on this data.
I SOIL BORING RESULTS
Attached are logs for each of the borings together with a key explaining terms and
I entries. The depth of individual layers of soil may vary somewhat from those indicated
on the logs due to the inexact nature of auger sampling and the occurrence of
transitions between soil layers,
I The determination of the stabilometer R-values is based on visual soil
classifications, and approximation of theAASHTO soil class based on the texture and
I visual determination of soil plasticity.
The borings wereputdown on November 2, and 3, 2006, and The holes were then
I backfilled. Ground water was encountered in Boring NO.3 at 22-1/2 feet. Ground
water was not encountered in Borings NO.1 & NO.2 This was evidenced by a lack of
standing. water in the bore hole and no high or wet cave-ins. Recovered soil samples
I were of normal moisture content based on visual observations.
It is once again emphasized, that water levels may vary according to many
I c1imatologicar and meteoro-Iogical factors which are beyond the scope 'ofthis
investigation. Water level reading~ apply for the time of testing only.
I The upper 4 inches contained well graded sand & gravel aggregate base. In
general, the borings indicated that the roadways have three basic soils. In Boring NO.1
Clean Sand & Gravel. is inplace to an 11-1/2 foot depth. In Boring No: 2 a very fine
I sandy loam soil is inplace to a 6-1/2 foot depth. In Boring No.3, Black Sandy Clay
Topsoil is inplace to a 6-1/2 foot depth..
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I Project 06063
Pike Lake Road. Page -3- .
I CONCLUSIONS AND RECOMMENDATIONS
I The following conclusions and recommendations are based upon interpreted results
of boring logs and test data. Because the borings represent a small portion of the site
in relation to the complete area of work, Actual subsurface soils may have a different
I nature than those observed in the test holes.
.
The granular soil in Boring No.1 put down at the North end of the project is an
I excellent subgrade material. This soil would classify as Sand.& Gravel, AAASHTO
A-1b and would have astabilometer R-value of R-70.
I . The Sandy Loam soil in the upper 6-1/2 feet of Boring No.2 would classify as an
MSHTO A-4 Soil and would have an approximate Stabilometer R-value of 45.
I The Topsoil in the upper 6-1/2 feet of Boring NO.3 should be removed. The
R-value would be determined by ,the replacementsoil.
I In .using the R-value method for pavement design, it is essential that the subgrade
be constructed of uniform soil at a moisture content and density in accordance with
I MN/DOT spec. 2105 and be capable of passing test rolling.
I LIMITATIONS OF INVESTIGATION
The Soils Engineer has prepared this report in accordance with generally accepted
I soils engineering practices. Because the borings represent only a small portion of the
total site, and for other'reasons, Allied Test Drilling Company does not warrantthat.
.the borings are necessarily representative of the entire site but only of the boring
I locations atthe time of investigation. No warranty of the site is made or implied:
Groundwater levels will vary seasonally and daily depending on weather conditions,
therefore, the stated measurements are indicative of the levels at the time of
I measurement only. Predictions of future groundwater levels are beyond the scope of
this investigation.
I Samples of soil from the borings will be. retained. in the, office of Allied Test Drilling
Company for a period of 90 days from the date of this report: After90 days, the
samples may be discarded unless we are requested to retain them for a longer: - . .
I period.
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I Project 06063
Pike Lake Road Page -4-
I ENGINEERS CERTIFICATE
, hereby declare that this plan, specification, or report was prepared by me or under
I my direct supervision, and that I am a duly registered Professional Engineer under the
Laws of the State of Minnesota.
I ALLIED TEST DRILLING COMPANY
.
I #~'- II;; C)/06'
I GORDON J. KOPACEK, P.E. DATE
Minnesota Registration. No. 7254
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I APPENDIX .A
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I BORING LOCATION, PLAN
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-----..l'- '%z ,>>'Z .:fffit.""", \~'\' /.( L _ ./. I' ,"____ .' 'CQI~ I~ ..
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I""~- '.::Jrr~~1 ! / l / / . " I
I ~
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1 APPENDIX B
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I BORING LOGS
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I I ALLIED TEST DRILLING COMPANY I
I PROJECT: CITY OF SHAKO PEE NUMBER: 06063 'I
I I PIKE LAKE ROAD PAGE 1 OF 1 .
. i ,
'I .I! i I [SURFACE ELEVATION LOG OF BORING i I' I' -'-11
' cr: I I"
I I ~ ! ~ i ~ ,'>-ICJI S8 #1 1 STANDARD i
" ~ i ~ I ~ ffilg~ TEST w ' PENETRATION I
z 'z!. UJ ,> 521 RESULTS :J I TEST DATA i
:r: :~! a: 181~i DESCRIPTION AND AND . ;i I (blows/foot) I
I I fu i ~ Ii ~ 1~I~i CLASSIFICATION OTHER > I I
I 0 : ~ ! (/) 1 :CJ: OF MATERIALS REMARKS Z I i
I : i ::. ~ 1 5 10 20 40 70 i
. I J;R A ~ SS -!--ii.' ~.' ' GRAVEL AGGREGATE BASE (4") r- i Ii!
I 'I ?O~ ; I, I I
-.! I' L!. I.
i ~ < Iss;I:.:: SAND AND GRAVEL: A1B R70 117: !
1 1 1 "." I !o ~ ~~ j
4.0-,-- I' '.' '. ; I
I -< I! . 'I
! , 1-1. ., . " ., !
6.~ 2 I SS I . !:::~5 SAND AND GRAVEL, A "B R70 , 27 ,I
~ I . I I i I
I 8.0: 31 SS! i b. FINE T_O MEDIUM SAND WITH GRAVEL; . 12 !
, -,-.-.-+----t-.-r--"--- A 1 B R ( 0 -- ,I I
I .., 'i:'
! 100~ I ss i !, r=!NE TO MEDIUM SAND WITH GRAVEL; I 12 '
! 12.0~-t-~.t~A 1 B R70 , ~ I I
I l'.~:.'. 5 ! SS! ~.3 CLA Y.EY SAND TO SILTY CLAY; R1.2.;;, I 28 I'
; 140-:--+-; ;','1d HAND PENETROMETER 1.25 . . i
I - I ~ fr
I Ij---+---b."i SAND AND GRAVEL: A1B R70 . / I
i 16.oJ~1 ss 1 !:-::h6.5 SAND AND GRAVEL: A1B R70 ~ 28 I
I -"iii' j
I I 18.0:. 7 ! ss 'j I.:jg SAND AND GRAVEL: A 1 B R70 34 j
I -,----t-, . , I
i ~ 1 I! i
I 20.0~ 8 !SS~:::: SAND AND GRAVEL: A1B R70 122 I
! .',. l~ ~n15 I
I I __-,--_L. : ., k,
! 22.0.- ! !!. , I
I -~"--:--'i~---: '. ,
I - 9 ;"S: I>:: SAND.ANDGRAVEL:A1BR70 31 I
I ....:~. .::> I ,~
I 24.0-'-'+-+- I" '24
I -: i!
I I ". I I !..-255SANDANDGRAVEL'A1BR70
, I 1 ~ ' ~
! 26.0= 10 i ss i ~SAND AND GRAVEL; A1B R70 ..r- I 65
. 2.8.0. ~.'.11.~.;~. "; FINE TO MEDIUM SAND; A3 R70 44
I ~. I.! r29
I .' I.. ,
30.0~ 121 SS I ~... j ,FINE TO MEDIUM SAND, SOME GRAVEL; i 45
fl'" ~1~R70 -----'
I 32,OJ. I I i I : I
..: I I ' !
34.0~ I ,I i
-i I ! I !
I I ,I Iii
36,0'1 I i I :
I -: II i I i
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I 38.0-j , Ii;
I -; 1'- 'I;'
I 40,01 - c l- --1- J -L- .. - .., ..~ - .., - - - - - - .., - - -- - .., - - - .., - ..,' .., - .., - .., - - '- - - .., - .., - .., - - - - - - - - - - - - -- - - - - - - - - - - ... ..
I
I WATER-LEVEL CHECKS i: METHOD ----
-- 'i SPT
DATE TIME' SAMPLED TO CASING CAVE-IN WATER Ii
11/2/2006 12:30 31.5 NONE i i
' STARTED COMPLETED--
Ii 11/2/2006 11/2/2006
! I DRILLER ' RIG
-. -- II CRAIG CME-55
I ____.__d___-'-___L_m__ II DRAWN BY APPROVED--
I,
I ALLIED TEST DRILLING COMPANY
PROJECT: CITY OF SHAKOPEE NUMBER: 06063
I PIKE LAKE ROAD PAGE 1 OF 1
I i=' io:: I . I i !SURFACE ELEVATION LOG OF BORING I
I. 1 w ! iii I if !>-:g: SB #2 I STANDARD
I ~ ! ~ I i: !ffil-l! TEST I PENETRATION
II Z ! Z Iw l>i~1 RESULTS I ~ I TEST DATA
~ !::J i 0: ,~!~l DESCRIPTION AND AND I ~ I (blows/foot)
I 8:i i ~ ! ~ 10001~i CLASSIFICATION OTHER I > I
o i;75 I !!.: OF MATERIALS REMARKS Z I
' , ", I 5 10 20 40 '0
I ~GRAVEL AGGREGATE BASE (4") /=. I
I ~BLACK SANDY CLAY TOPSOIL r !
, ~ 'I;' t5 BROWN VERY FINE SANDY LOAM; A-2-4 I I
-' 1 SS !':. R -45 ! 7 I
4.0+---+- :!4 ! '
I' -i i i :\ BROWN VERY FINE SANDY LOAM; A-2-4 'I
I I" 1"'1 R 45
"2'ISS' I, - 4 '
,. I I" '
I 6.03-. I i ! ~ \ BROWN VERY FINE SIL TV SAND; BRA-2-4 r" ,
. -'-~(' I R-45
I I 8."1 3 i SS i p.;J.... BROW. N SIL TV CLAY R-12 I 6
~ Ii' i ! \HAND PENETROMETER 0.5 r
I 100j 41ss1 1::i._SAND&GRAVEL;A1BR-70 111 t
I' -'-- ~-. I '.' '."~ I I.'
I ,--,--",
1? (}-i , ". I
.-' :'--;-r;;jl:::~ SAND & GRAVEL: A1B R-70 ! 15 I
140' ~ .,.4 .
1 'T'- ! -+'-! ' I,'
---...-. ----,
, ,,',", . ~ I
~ 6~S! ;"., SAND &GRAVEL,A1B R-tO 123 i
16.0, ! "','~d5 I
=;":-r: ' I,
I 118,Oj.-~-!..ss'1:). SAND & GRAVEL; A1B R-70 123 I
'~+::"r i
I 20.0 j 8 I SS fl:: :6~ 5 SAND & GRAVEL; A 1 B R-70 'II 27 I
I I 22,0-] I ; i ; I
j 9 !5sl ::::~ SAND & GRAVEL; A1B R-70 144
24.0-~ ! :' ,-,4 . I
I =1.10~1 i::.,I. SAND&GRAVEL;A1BR-70 \29,
26.0 L ,', '''6.5
-1 i !! .. I
I 28.0 111SS 1:::1 SAND & GRAVEL; A1B R-70 43
!','~9
,
30.0t;- ss ::::! SAND & GRAVEL; A1B R-70 79
I+- '. 'r15
32.0, I !
~ I !
-< I ,! ..
34.0-1 I' !.
.~ ! ~
I 'I 'I ! I
-. I:
36.0~ I .1[
'I 'I
I :11 jJ - - -- - " - - -- - - --- -- - --- -- - - " - -- " -- -- - - - - - -- - -- --- -- - - - --- - - - -'- - L - --- -
I WATER-LEVEL CHECKS ! METHOD
I SPT
DATE TIME SAMPLED TO CASING CAVE-IN WATER i
11/3/2006 8A5 31.5 NONE I
1 I START~~/3/2006 I 11/3/2006
f-DRILLER " RIG
___ ilL CRAIG CME-55
i I . . I
I ______________d___ '-.. ..DRAWN BY I APP
1 i
, I
II ALLIED TE8.T DRilLING COMPANY I
II' PROJECT: CITY OF SHAKOPEE' NUMBER: 06063 I
I PIKE LAKE ROAD PAGE 1 OF 1
: i 'I' i !SURFACE ELEVATION LOG OF BORING ; : I"!
! 0::: I :!. I
i- t W' I 1(91 J
I w i CD ! ~ 1>-10 SB #3 'STANDARD
I :f I ~ i ~ 'ffij-l! . TEST PENETRATION
z i z iw 16:~ 'i RESULTS ~ TEST DATA
J: !::J I ~ 'I't) io.. DESCRIPTION AND 'AND ~ (blows/foot)
i- 'a.. ~ w,<( ......
I fu i ~ I ~ i~i~ CLASSIFICATION OTHER >
Cl i ~! i! OF MATERIALS REMARKS Z
! I ,J I . 5 10 20 40 70
iRAB SS! r1ZBL.ACK SANDY CLAY TOPSOIL r' I
II ! ii',
..,' Ii. I i
." I ~.Ol I! ~,.l 1
, ~ 1 I 5S! ~:~ BLA.CK SANDY CLAY TOPSOIL 16 I I
I 4.0+---. 'I !
II ~ Iii 1 I
I 6,0~ 2 I 5S! ~~5 BLACK SANDY CLAY TOPSOIL 11 I
II 80~ 3 i 55 i ~~: BROWN CLAYLOAM; R.12 8
, , _' , i i HAND PENETROMETER 2.5
, 1 I ,.' I
: 1 0 O~-+----'--i I
i . J 4 ! ss i !::ts BROWN SAND & GRAVEL; A18 R-70 9
II '20' i ; I
I . ~ .: ,..i!
· 1 j 5 ~SS I,:::! BROWN SAND & GRAVEL; A18 R-70 5
I '40 . ! ",,,~4 I
I ,., . j' i I
.1 i :-~ i ss ; 1j1 BROWN SAND & GRA.VEL;A1 B FINE TO , 5 'I
I 16.cr+- i .! :. ,16.2.. MEDUIM R-70 ~ I
1118.0~ 7 issl.;,.'::~ BROW.N SAND. & GRAVEL; A 1BR-70 151
i I ! I',' 9 '. . '1
1 -: ':l: I . .' .
I 20.0 J 8 ~-n:::1 BROWN SAND & GRAVEL; A18 R-70 4 I
I ....'. .'. '.'.> '121 = I I
' J I"'~
I 22.0~ I ! I [ I I
I ~ J 9 I S5 i i! 3 I .. I
,40---- , I
.... : . , , ; ., I -_____
I -1. i . 1: i t I
I ~-+--'- I I .
I ~ 10 I SS: i:';, BROWN WET SAND & GRAVEL: A1B R-70 i '
26.0~ I : ,. > 'p6 5 . . . . . I
-::: Iii> I . '. I
j 1 I. I
I 28.0j Iii I'
i I I I
-i I .
30.03 I
I -i i. "
32.01 . I I
-! I I
-I 1 . 1 i 1
... , I' .'
34.0l I I i!
I -, I I I :
~ I I I '
36.0~ ! I I I :::
J I I I l I ; :. ~
I :1..l JJ. ...... u.. u mmu. u .muJuu.m u u mu.. .:....... ..~........
I WATER-LEVEL CHECKS i METHOD
i SPT
DATE TIME SAMPLED TO CASING CAVE-IN WATER
--11/312006 12:40 24 22.5 i
I STARTED . COMPLETED
I 11/3/2006 11/3/2006
! DRILLER RIG
!CRAIG CME-55
I ----------- FRAWf.r8Y APPROVED ---
I T _ INSTANT. TESTING. COMPANY
II .- 7125 West 126thStreetSuite 500 Savage. Minnesota 55378
= CO Telephone: 952890-7366 Fax: 952890-5883
I TEST REPORT
Gradations Reports
I Allied Test Drilling/City of Shakopee
7125 West126lh Street Suite 500
Savage, MN' 55378 .
I
Date Sampled: November 7,2006 Reported: November 10, 2006
I Ordered By: Gordon Kop-acek Submitted By: Allied Test Drilling .
Sampled From: Allied Project #06063 Performed By: Kevin Matteson, ITCO
I
Sieve Size Boring #1
.1 Lab No. 06-161 % Passing
....
25.0mm=1" 100.0
I 4.75mm=#4'. 73.1
2.00mm=#10 59.8 .
I 850IJm=#20 44.2
425IJm=#40 15.3
I 180IJm=#~0 5.8
75IJm=#200 3.8
,I Remarks:MNDOT soil class. Sand & gravel
AASHTO soil class - A-1-6 '
I Assumed Stableometer R-Value - R-70
Copies To:
Charge Co"des: Coarse 13< Fine Grad #103 1
I .
I
I
I
I /~//)
'/ j .l' " ' , ' -.....
'.' t,. . -
>;',." . . / pr E..
Signed ..'
I Gordon J.. Kopacek Professional Engineer - Registration No. 7254
lIto INSTANT TESTING COMPANY
. 7125 West 126th Street Suite 500 Savage, Minnesota 55378
Telephone: 952890-7366 Fax: 952 890-5883
TEST REPORT
1 Gradations Reports
Allied Test Drilling/City of Shako pee
1125 West 126lh Street Suite 500
avage, MN 55378 .
.
late Sal11pled: November 7,2006 Reported: November 10, 2006
Ordered By: Gordon Kopacek Submitted By: Allied Test Drilling
lamPled From: Allied Project #06063 , Performed By: Kevin Matteson, ITCO
I Sieve Size Boring #2
Lab No. 06-160 % Passing
.
1 850IJm=#20 100.0
425IJm=#40 99.6
I- 180IJm=#80 98.6
75IJm=#200 49.1
1 ..'
Liquid limit 0
I .
Plastic Limit 0
Plasticity Index Non plastic
I Soil Class A-4
IRemarks:MNDOT soil class - Plastic Sandy Loam
AASHTO soil class - A-4
Assumed Stableometer R-Value " R-45
Copies To:
ICharge Codes: Coarse & Fine Grad #103 1
Liquid & Plastic Limit #308 1
.
I
1
I
1 ~p'~"'.
.'/" Ii ---
Signed .~: i -;t . /1-.:.. -
'.' /' / .'.:('
I Gordon J, Kopacek Professional Engineer - Registration No. 7254