HomeMy WebLinkAbout10B County Road 21 Feasibility
4646 Dakota Street S.E.
Prior Lake, MN 55372-1714
CITY COUNCIL AGENDA REPORT
MEETING DATE:
AGENDA #:
PREPARED BY:
FEBRUARY 20, 2007
10B
LARRY POPPLER, ASSISTANT CITY ENGINEER
CONSIDER APPROVAL OF A RESOLUTION ACCEPTING FEASIBILITY
REPORT AND AUTHORIZING PREPARATION OF FINAL PLANS AND
SPECIFICATIONS FOR THE COUNTY ROAD 21 IMPROVEMENT PROJECT
AGENDA ITEM:
DISCUSSION:
Introduction
The purpose of this agenda item is to accept the Feasibility Report and to
authorize preparation of final plans and specifications.
History
In 2005, the Scott County Highway Department conducted a Corridor Study for
County Road 21. This Corridor Study provided a blueprint for the future of
County Road 21. It identified future traffic signals, turn lanes, and access
control. This project is the first step in the upgrading of County Road 21
through the City of Prior lake. Additional County Road 21 projects will be
constructed in future years. The next improvement project on County Road
21 system, which is scheduled for 2010, will be the construction of the
extension of County Road 21 from County Road 42 into Shakopee. This
project will eventually link County Road 42 to County Road 16.
On September 5, 2006 the City Council held the public hearing for issuance of
Reconstruction Bonds for the CR 21 Project. At the September 18,2006, City
Council meeting, Council adopted Resolution No. 06-172 and 06-165
authorizing staff to prepare a Feasibility Report and the sale of Reconstruction
Bonds for the County Road 21 Improvement Project as approved by the
Council in the 2007-2011 Capital Improvement Program (CIP).
The segment of CR 21 proposed for improvement is located in the southeast
corner of the City of Prior lake from approximately 1000' west of Franklin Trail
to approximately 1000' east of Adelmann Street. Intersection improvements at
Franklin Trail, Fish Point Road, and Adelmann Street are also proposed for the
improvement project. A map of the project area is shown on Exhibit 1 of the
Feasibility Report. The proposed project includes street reconstruction,
addition of turn lanes and medians, storm sewer upgrades, concrete curb and
gutter and appurtenant work. Sanitary sewer forcemain on County Road 21 is
proposed to be replaced from Franklin Trail to Adelmann Street. Watermain
replacement is proposed for the intersection of Franklin Trail and County Road
21. New raw watermain is proposed on County Road 21 from Credit River
Road to Adelmann Street.
Current Circumstances
The attached report indicates the total estimated costs for the project, along
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with the City's share of the estimated cost. At the end of the Feasibility Report,
a project financing summary is included to show project cost splits. The total
estimated cost of the project is $5,110,000.00 which includes a total City Cost
of $2,781,000.
County Road 21 currently is a four lane undivided urban roadway. CR 21
north of Franklin Trail was last paved in 1990. CR 21 south of Franklin Trail
was last paved in 1998. Traffic issues relating to safety are encountered on
County Road 21 due to lack of turn lanes and traffic signals at major
intersections. The proposed width for County Road 21 varies from 52 to 86
feet. The typical roadway sections can be found on Exhibits 2 and 2D of the
Feasibility Report. lane widths and configurations will depend on the median
widths and turn lane needs.
The project also includes the closure of two accesses to County Road 21 as
identified in the 2004 County Road 21 Corridor Study. The access for Credit
River Road just south of Franklin Trail and the access for the Industrial Park
north of Adelmann are both proposed to be closed. A temporary access will
be constructed at Fish Point Road for the stretch of Credit River Road just
south of Franklin. Access to the Industrial Park will be routed south to 170th
Street until a future connection is made that will connect this frontage road to
Fish Point Road. These access closures are a key component of the Corridor
Study and will provide a much safer corridor ultimately.
The sanitary sewer forcemain on County Road 21 was installed in 1971 and
consists of 6-inch cast iron pipe. Due to the age and material type, the
forcemain is proposed to be replaced from Franklin Trail to the lift station
located on Adelmann with 6-inch C900 pipe. The forcemain will discharge at
Franklin Trail instead of proceeding north towards Trunk Highway 13.
Cleanout manholes will be installed at 400' intervals and air relief manholes will
be installed where needed. The sanitary sewer system for County Road 21
was also installed in 1971. The system was televised in January 2007 and the
report indicates offset joints, open fractures, and roots in many segments of
pipes. The sanitary sewer will be replaced in various areas.
The watermain system for County Road 21 was installed in 1971 and consists
of 8-inch cast iron pipe. Since utilities on County Road 21 are located outside
the roadway, the existing watermain will only be replaced at the intersection of
Franklin Trail and County Road 21 within the construction limits. Due to the
age and material type, the watermain will be replaced with 8-inch ductile iron
pipe. New 16-inch DIP raw watermain will be installed from Adelmann to
Credit River Road. Raw watermain will also be installed on Adelmann to
provide connection to the stub located at the Maintenance Center. The raw
watermain will be installed for future connection of current and future wells to
the future water treatment facility. Additional raw watermain will be installed on
Fish Point Road from County Road 21 to the City park located at the
southwest corner of Fish Point Road and Cottonwood lane. Pipe boring will
be done to minimize disturbance to Fish Point Road.
Storm sewer improvements will include replacing existing pipe and catch
basins and adding additional storm sewer. A new pond will be installed at the
northwest corner of Fish Point Road and County Road 21. The existing pond
RlAgenda Reports\2007\02 20 07\CR 21 acceptfeas,biity
report.aoc
at the southwest corner of Adelmann Street and County Road 21 will be
enlarged to provide additional storage capacity.
ISSUES:
The Assessment Review Committee met on February 5, 2007, at which time
the following issues were discussed and recommendations made:
Reconstruction Bonds
The committee recommends the use of Reconstruction Bonds to finance the
majority of the improvements. The committee discussed the use of an area
assessment to finance this project, however the committee felt that due to the
proximity of the benefiting property owners an area assessment should not be
pursued. An area assessment would be more difficult to uphold from a benefit
standpoint. The improvements benefit the general public as a whole and was
part of the street reconstruction plan which was approved last fall.
Reconstruction Bonds are another way cities can finance street improvement
projects. In 2002 the State legislature made a variety of changes in the
powers of local governments to issue bonds and incur other forms of debt. A
new subdivision 3b was added to Minnesota Statutes Section 475.58
authorizing municipalities to issue bonds without a referendum under street
reconstruction programs. Granting municipalities the authority to issue bonds
under Minnesota Statutes, Chapter 475 for street reconstruction without regard
to election requirements affords cities the opportunity of financing this type of
improvement without having to specially assess at least 20% of the project
costs.
Conclusion
In summary, the project is feasible from an engineering and economic
standpoint. Approval of the Feasibility Report does not grant final approval of
the project.
FINANCIAL
IMPACT:
The City's portion of the County Road 21 Improvement project cost is
proposed to be financed with reconstruction bonds, trunk storm sewer, state
aid, trunk sewer and water, and utility funds. Funding sources and amounts
are as shown below:
Reconstruction Bonds $1,525,000.00
Street Oversize $130,000.00
State Aid $50,000.00
Trunk Storm Water Fund $175,000.00
Trunk Sewer & Water Fund $532,000.00
Utilitv Fund $369,000.00
Total City Cost $2 781.000.00
Assuming the issuance of $1,525,000.00 in general obligation street
reconstruction bonds, the Finance Department has run a property tax analysis
and anticipates a property tax levy of approximately $190,000 for the first year
payment of those bonds.
RIJl,genda
200l\eR acceptfeas:blityagenda
ALTERNATIVES:
1. Approve Resolution 07 -XX accepting the Feasibility Report and authorizing
preparation of final plans specifications.
2. Table the Resolution for a specific reason.
3. Deny the Resolution.
RECOMMENDED
MOTION:
Alternative 1
20 07\CR 21 acceptfeasibiity agenda report doc
RESOLUTION ACCEPTING FEASIBILITY REPORT AND AUTHORIZING PREPARATION OF FINAL
PLANS AND SPECIFICATIONS FOR THE COUNTY ROAD 21 IMPROVEMENT PROJECT
Motion By:
Second By:
WHEREAS, Pursuant to Resolution 06-172, the City Council, on September 18, 2006, ordered a
Feasibility Report to be prepared by the City's Engineering Department with reference
to the improvement of County Road 21 from 1000' West of Franklin Trail to 1000' East
of Adelmann Street; and
WHEREAS, the report provides information regarding whether the proposed project is necessary,
cost effective, and feasible
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The City Council hereby accepts the Feasibility Report as submitted.
3. The Council will consider the improvement of such streets and areas in accordance with the report
at an estimated total cost of the improvements of $5,110,000.00, with the City share estimated at
$2,781,000.00.
4. The City Engineer is hereby authorized to prepare plans and specifications for the improvements
and does hereby order the project.
PASSED AND ADOPTED THIS 20TH DAY OF FEBRUARY 2007.
Hauaen Hauaen
Erickson Erickson
Hedbera Hedbera
LeMair LeMair
Millar Millar
YES
NO
Frank Boyles, City Manager
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Phone 952.447.9800 / Fax 952.447.4245
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PRELIMINARY REPORT
-
FOR THE CITY OF PRIOR LAKE
COUNTY ROAD 21
UTILITY IMPROVEMENTS, STORM SEWER, GRADING,
CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND
APPURTENANT WORK
FEBRUARY 2007
INTRODUCTION
On September 18,2006, the Prior Lake City Council adopted Resolution 06-172, which ordered
the preparation of a Feasibility Report for improvements to the project area listed below:
County Road 21 from 1000' West of Franklin Trail to 1000' East of Adelmann
Street, located within Sections 1 & 2, Township 114 North, Range 22 West, Scott
County, Minnesota.
SCOPE
This report evaluates the feasibility of reconstructing the streets and replacing utilities in the
project area. All existing infrastructure elements (streets, sanitary sewer, watermain, etc.) were
evaluated, improvements recommended, cost estimates of the proposed improvements prepared
and funding strategies developed in this report.
BACKGROUND
The proposed project area is shown on Exhibit 1. County Road 21 currently is a four lane
undivided urban roadway. CR 21 north of Franklin Trail was last paved in 1990. CR 21 south of
Franklin Trail was last paved in 1998. Traffic issues relating to safety are encountered on County
Road 21 due to lack of turn lanes and traffic signals at major intersections.
In 2004, the Scott County Highway Department conducted a Corridor Study for County Road 21.
This Corridor Study provided a blueprint for the future of CR 21. The study identified future
traffic signals, turn lanes, and access control. This project is the first step in the upgrading of CR
21. The next improvement project on the CR 21 system is scheduled for 2010 and will be
construction of the extension of CR 21 from Cr 42 into Shakopee. The project will eventually
link CR 42 to CR 16.
The sanitary sewer system for County Road 21 was installed in 1971. All of these sanitary
systems consist of lO-inch vitrified clay pipe. The sanitary sewer for the project area was
televised in January 2007. The televising report indicates offset joints, open fractures, and roots
in many segments of pipe. The 6-inch cast iron pipe (CIP) forcemain was installed in 1971.
Replacement of the forcemain is warranted due to the material type and age of the pipes.
The watermain system for County Road 21 was installed in 1971 and consists of 8-inch cast iron
pipe (CIP). The existing watermain is on the north side of CR 21 and is located outside the
roadway. Since the roadway project will not disturb the existing utilities, the existing watermain
will only be replaced at the intersection of Franklin Trail and County Road 21. The existing 8-
inch CIP watermain on Franklin Trail will stay inplace except for those located within the
roadway construction limit.
The current storm water is conveyed through storm sewer pipes into three existing ponds located
along the project. Existing storm sewer structures and pipes are in place.
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Page 3
PROPOSED IMPROVEMENTS
Roadway
Proposed improvements for County Road 21 includes storm sewer, concrete curb and gutter,
driveway restoration, and bituminous surfacing. All streets in the area are proposed to have a ten
ton design pavement section. The proposed width for County Road 21 varies between 52 and 86
feet. This includes two 12 foot travel lanes and two 14 foot travel lanes for the 52 foot roadway
width. The 86 foot roadway includes three 14 foot travel lanes, a 12 foot travel lane, an 18 foot
median, and a 14 foot turn lane. Lane configurations for the 86 foot roadway will vary
depending on turn lane needs at intersections. The typical section also includes a bituminous
trail on the south side of County Road 21. The project also includes the closure of two accesses
to County Road 21. The access for Credit River Road just southeast of Franklin Trail and the
access for the Industrial park area across from Adelmann Street are both proposed to be closed.
A temporary access will be constructed at Fish Point Road for the stretch of Credit River Road
just southeast of Franklin. Portions of property (known as the Snell property) was purchased to
provide a ponding area and provide access to Credit River Road off CR 21. Access to the
Industrial Park will be routed south to 170th Street. Access on Adelmann Street will be
restricted to left or right turns onto CR 21. These access closures are a key component of the
Corridor Study and will provide a much safer corridor. The accesses proposed to be closed and
the temporary access at Fish Point Road are shown on Exhibits 2E, 2F, and 2G.
The improvement project also includes reconstruction of the Franklin Trail and CR 21
intersection. Currently, poor sightlines and steep grades are causes of concern in terms of safety.
The proposed design will update the intersection with turn lanes, medians, and revise the
intersection grades to provide the proper sightlines. The County purchased the property on the
southwest corner of Franklin Trail and CR 21 for the proposed improvements.
The proposed street section as recommended by the County for CR 21 includes: 2 feet of
granular borrow, 15 inches of Class 5 aggregate base, 5 inches of bituminous base course applied
in 2 lifts, and 2 inches of bituminous wear course. Subcutting the roadway and placement of the
granular borrow enlarges the scope of the street reconstruction and increases the cost of the
project. The typical street sections are shown on Exhibits 2, 2A, 2B, 2C and 2D.
The existing right-of-way for County Road 21 varies throughout the project. Right-of-entry
agreements, temporary easements and purchased right of way will be necessary for the project.
Right-of-entry agreements will be necessary for driveway restoration due to the topography of the
area and location of utility work.
Sanitary Sewer Forcemain
Proposed sanitary sewer improvements are shown on Exhibits 3 and 3A. The 6-inch CIP
forcemain is proposed to be replaced with 6-inch C900. The existing forcemain from Adelmann
to Fish Point Road is proposed to be removed. The forcemain from Fish Point Road to Franklin
Trail and from Adelmann Street to the lift station will be abandoned in place. The proposed
forcemain will be located on the north side of County Road 21 and connect to an existing stub at
Franklin Trail. The forcemain will discharge at Franklin Trail instead of proceeding north
towards Trunk Highway 13. Cleanout manholes will be installed at 400' intervals. Air relief
manholes will be installed at high points within the forcemain vertical alignment.
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Page 4
The existing sanitary sewer is proposed to be spot repaired with no additional work proposed at
this time.
Watermain
Proposed watermain improvements are shown on Exhibits 4 and 4A. The existing 8-inch CIP
watermain located at Franklin Trail and County Road 21 will be replaced with 8-inch DIP within
the construction limits of the roadway construction. New 16-inch DIP raw watermain will be
installed from Adelmann Street to station 133+00 along the north side of County Road 21. The
16-inch raw watermain will extend south on Adelmann to an existing watermain stub located on
the northeast corner of Adelmann and Cottonwood Lane. A 12-inch HDPE raw watermain will
be installed on Fish Point Road from CR 21 to the city park located at the southwest corner of
Fish Point Road and Cottonwood Lane. To minimize disturbance of the existing roadway,
boring pits will be utilized for the installation of the proposed pipe under Fish Point Road. The
raw watermain will be installed for future connection of current and future wells 0 the future
water treatment facility. Water service connections will be replaced from the main to the
property line and new curb boxes will be installed for residents located on Franklin Trail within
the roadway construction limits. Existing watermain will remain in place unless it is shown to be
replaced. Gate valves, hydrants, and curb stops will be replaced. New hydrants will be installed
in accordance with the spacing guidelines outlined in the Public Works Design Manual for the
entire project area.
Storm Sewer
Proposed storm sewer improvements are shown on Exhibits 5, 5A, and 5B. The storm sewer
system improvements will consist of catch basins and reinforced concrete pipe carrying runoff to
four ponds located along the project at various locations. Currently, there are three existing
ponds along the project and a new pond is proposed for the northwest corner of County Road 21
and Fish Point Road intersection. The existing pond at Adelmann Street and County Road 21 is
proposed to be enlarged to provide additional storage.
Traffic Sie:nals
The existing traffic signals at Franklin Trail and County Road 21 are proposed to be replaced.
Updated lights with turn arrows will be installed. A new traffic light will be installed at Fish
Point Road and County Road 21.
Street Lie:hts
Street lights will be installed on County Road 21 per the guidelines contained in the Public
Works Design Manual. Street light installation is estimated at a cost of $130,000.
Tree Replacement
There currently are trees in the boulevard area of County Road 21 from west of Franklin Trail to
east of Adelmann Street. Due to the addition of turn lanes, medians and utility work, existing
trees along CR 21 will need to be removed. Engineering staff will be working with the Parks
Department regarding tree replacement and timeline. Trees will not be replaced until project
completion, at which time the boulevard will be evaluated to determine where the trees can be
placed.
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Page 5
Wetlands
The widening of County Road 21 and related storm water improvements will cause impact to
three wetlands in the corridor. Two of these impacts are directly related to safety improvements
and be replaced with wetlands created by the Board of Water and Soil Resources (BWSR). The
remaining wetland will be replaced by purchasing replacement wetland credits from a private
seller, as part of the BWSR regulated wetland banking program.
Fundine:
The property tax levy through the use of street reconstruction bonds will be used to finance the
City's portion of the project cost. The Trunk Sewer and Water Fund along with the Utility Fund
are proposed to finance the water and sanitary sewer improvements. Trunk Reserve Funds will
be used for trunk storm sewer improvements. State Aid Funds and Street Oversize Fund will
also be used to finance the project.
FEASIBILITY
From an engineering standpoint, this project is feasible, and can be accomplished as proposed in
this report.
ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate (Exhibit 6) and are subject
to change. The final construction cost will depend on the final design of the project, required
easements and/or right of way, soil conditions, bids received, and actual work performed.
ITEM
Reconstruction Bonds *
Street Oversize
Trunk Storm Sewer
State Aid
Trunk Sewer & Water**
Utility Fund**
TOTAL PROJECT COST
$ 1,525,000.00
$ 130,000.00
$ 175,000.00
$ 50,000.00
$ 532,000.00
$ 369,000.00
$ 2,781,000.00
*Inc1udes 7% City Indirect Costs:
**Includes 25% City Indirect Costs:
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Page 6
FUNDING SOURCE
The cost estimate and funding sources for the project are summarized in the following table:
ITEM COST RECONSTRUCTION TRUNK TRUNK UTILITY STATE STREET
ESTIMATE BONDS SEWER & RESERVE FUND AID OVERSIZE
WATER FUND
FUND
Street/Storm $1,575,000.00 $1,525,000.00 $50,000.00
Sewer
Street Lights $130,000.00 $130.000.00
Trunk Storm $175,000.00 $175,000.00
Watermain $532,000.00 $532,000.00
Sanitary $369,000.00 $369,000.00
Sewer
TOTAL $2,781,000.00 $1,525,000.00 $532,000.00 $175,000.00 $369,000.00 $50,000.00 $130,000.00
PROJECT SCHEDULE
The following project schedule outlines an approach for completing the project in 2007:
ACTMTY DATE
Complete the Feasibility Study Feb. 2007
Accept Feasibility Study/Order Plans and Specifications Feb. 20.2007
Approve Plans and Specifications/Approve Cooperative Agreement/Order Advertisements for March 19, 2007
Bids
Open Bids April 2007
Accept Bids/Award Contract April 2007
Begin Construction May 2007
Complete Base Course of Bituminous Pavement Oct 2007
CONCLUSION
The proposed improvement is necessary, cost effective, and feasible from an engineering
standpoint and should be made as proposed.
The total estimated construction cost ofthe recommended improvements is $5,110,000.00.
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Page 7
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CITY PROJECT #05-03
PROPOSED TEMPORARY ACCESS
EXHIBIT 2G
[-OJ
C~j C':0
::]
u
[
,,,j
u
r
l
~~Oi~~ F~
I -~
I~
L:
__J
+
300
,
o
300
600 Feet
,
, ,
, " Remove Forcemain , , , I' Proposed Forcemain
, ,
, " Abandon Forcemain " ' Existing Forcemain
, ,
N Existing Sanitary Sewer
. Existing Manhole . New Manhole - Lift Station
CITY PROJECT #05-03
PROPOSED SANITARY SEWER
EXHIBIT 3
8-
oS
~
~
/ I
I (
-"",. /
C '"
o~ "
011 I
~ e. ~6<>Oi/
JOve (4-
+
300
,
o
300
600 Feet
,
, , , , , Remove Forcemain
, , , , , Abandon Forcemain
N Existing Sanitary Sewer
, , , I ' Proposed Forcemain
, , , , , Existing Forcemain
· Existing Manhole . New Manhole
. Lift Station
CITY PROJECT #05-03
PROPOSED SANITARY SEWER
EXHIBIT 3A
;
lJ
[,::::'] ['.J CU l=.'
i-\
. i
8\3. _.5 ,"<
+
o
300
600 Feet
,
Proposed Watermain
Existing Watermain
Replace Watermain
Replace Gate Valve
~ Proposed Hydrant
@ Replace Hydrant
8 Existing Hydrant
IlD Existing Gate Valve
. Proposed Gate Valve
O-~
u~~
~
CITY PROJECT #05-03
PROPOSED WATERMAIN
EXHIBIT 4
t
I. .~J
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c~
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. '6"
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I
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+
300
,
o
300
600 Feet
,
N
N
N
Proposed Watermain ~
Existing Watermain 8
8
Replace Watermain S
Replace Gate Valve .
Proposed Hydrant
Replace Hydrant
Existing Hydrant
Existing Gate Valve
Proposed Gate Valve
.
O-~
v'Wi~
~
CITY PROJECT #05-03
PROPOSED WATERMAIN
EXHIBIT 4A
II
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I
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a
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+
300
,
o
300
600 Feet
N
N
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.
Existing Storm Sewer
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Existing Storm Structure
.
CITY PROJECT #05-03
PROPOSED STORM SEWER
,- ---
EXHIBIT 5 '
C'~
~~A ....
~~ ~...
~~ ~
..
D
o
.
+
.
.
300
,
o
300
600 Feet
,
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. Existing Storm Structure
CITY PROJECT #05-03
PROPOSED STORM SEWER
EXHIBIT SA
--
..
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.
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,
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CITY PROJECT #05-03
PROPOSED STORM SEWER
EXHI81T 58
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