HomeMy WebLinkAbout13.A.1. Approval of CR 69 Reconstruction Layout-Vierling Drive to Fuller St-Res. No. 7121o
CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: County Road 69 Reconstruction Layout Approval
DATE: September 6, 2011
INTRODUCTION:
Attached is a resolution from Scott County asking the City to approve the County Road (C.R.) 69
reconstruction layout.
BACKGROUND:
On July 21, 2011, an open house was conducted by Scott County on the C.R. 69 layout
alternatives. The alternative that the County wants to proceed with is a 5 -lane urban roadway
with no median and a 5.5 feet shift to the north.
Attached to this memo is the proposed preliminary layout for the reconstruction of C.R. 69, from
Vierling Drive to Fuller Street. The County is at a point of design to go from preliminary to final
design and their policy is to ask the City for layout approval before obtaining right -of -way and
final design. The County and their consultant will make a presentation on the layout at the
Council meeting.
The first meeting on this project with Council was at a Council Workshop on March 22, 2011.
The Council did approve of a 5 -lane roadway with no median and access closures at that time.
During the design phase, the County reviewed an alternative of shifting the roadway 5.5 feet
north. The reasons for a 5.5 foot shift in roadway alignment from Atwood Street to Scott Street
and then beginning at westerly is to reduce the amount of right -of -way takings and cost and this
alternative does fit the terrain better. The additional right -of -way will be from parcels on the
north side of C.R. 69. Attached to this memo is an analysis of Option 1 — "Centered on the
existing roadway centerline" and Option 2 — "Offset 5.5 feet north of existing roadway center
line ".
Another issue for Council to consider with the layout are the City street connections and widths
for the project. The following table shows the existing and proposed street widths:
Street
Existing Width
Proposed Width
Atwood Street North
44 feet
36 feet
Atwood Street South
36 feet
36 feet
Scott Street North
44 feet
44 feet
Scott Street South
49 feet
44 feet
Apgar Street South
44 feet
44 feet
Shumway Street North
30 feet
36 feet
Pierce Street Street North & South
36 feet
36 feet
Clay Street North
36 feet
36 feet
Also, the layout drawings does show the access reconfiguration proposed by this project. These
accesses are fairly close, however, could still change in final design as right -of -way negotiations
are in a preliminary stage.
Street lighting and other aesthetic improvements such as bollards and colored concrete will be
presented at a later date.
Finally, the project does show two trail /sidewalk connections on this corridor. County policy is
to have two pedestrian connections for this type of roadway. Sidewalks are shown from just
south of the railroad bridges to Atwood Street. Bituminous shared paths are shown from
Vierling Drive to just south of the railroad bridges.
Public open house was held on this preliminary design on July 21 as well as the Council review
on March 22 and September 6, 2011.
The City and Council will need to approve a future cooperative agreement, final plans and a no
panting resolution in the upcoming months.
ALTERNATIVES:
1. Approve a motion adopting Resolution No. 7121, a resolution approving C.R. 69
Reconstruction Layout.
2. Do not approve Resolution No. 7121.
3. Table for additional information.
RECOMMENDATION:
Staff would recommend Alternative No. 1, if there are no outstanding concerns by the City
Council. A final cooperative agreement and final plan approval would still be necessary by the
City Council at a later date. A layout approval allows the County to move forward with right -of-
way acquisition and final plans knowing that the City Council has seen the configuration of the
proposed project.
ACTION REOUESTED:
Approve a motion adopting Resolution No. 7121, A Resolution Approving C.R. 69
Reconstruction Layout.
Bruce Loney, P.E.
Public Works Director
LAYOUT
13.A.t.
AC04( ®✓1
Z y outReconstruction "L
WHEREAS, the reconstruction of C.R. 69 from Vierling Drive to Fuller Street being
designed by the County is needed to improve safety and acconnnodate fixture traffic growth; and
WHEREAS, the County has secured Trunk Highway Tumback funding for the project that
will allow it to be constructed now; and
WHEREAS, the layout proposed by.the County for the C.R. 69 Reconstruction Project is
consistent with City Council direction and addresses City transportation and pedestrian facility
needs.
1 THEREFORE, BE IT RESOLVED B 'L CITY COUNCIL OF THE CITY
1. The recitals set forth above are incorporated herein.
2. The City approves the preliminary layout on the C.R. 69 Reconstruction Project, from
VierIing Drive to Fuller Street, as presented at the September 6, 2011 Council meeting
and drawings dated August 31, 2011 subject to the following conditions:
Adopted in
Shakopee, Minnesota, held this
ATTEST:
session of the City Council of the City of
Mayor of the City of Shakopee
City Cleric
A. That the Cooperative Agreement, along with the filial design of the
project, will be presented to the City Council for future approval.
B. That the Cooperative Agreement addresses the City, cost participation
and City maintenance responsibilities and those items which are subject to
approval by the City Council.
day of
,2011.
£ GR 011 -TRO1E S /CR691- RECONSTRUCTION!WORDIIi 57121 APPROVE- LAYOUT
/ ,5, A . l , A #Adtvv,4 -
Option 1 "Centered on the existing roadway center line"
1.— Causes right of way impacts on adjoining properties on both sides of the road since centerline of
road footprint does not shift.
2. Construction costs will increase significantly- -will require extensive retaining walls along the
project. Retaining walls and stairways will be required along parcels 21, 59, 60, 61, and 62.
Estimate an incremental cost of approximately $900,000 in construction costs between options
and to construct the retaining walls and stairs.
3. Right of way acquisition costs will be significantly higher with right -of -way acquisition on both
sides.
4. The centered option does not allow any staging of construction, which will not allow through
traffic during construction. Road must be closed to allow local traffic. only.
Option 2 "Offset 5.5 feet north of the existing roadway center 1_hne'
1. Minimizes ROW acquisition on the South side to an estimated several temporary easements. .
2. The number of properties requiring ROW acquisition will be significantly Iess with this option.
3. Construction costs will be reduced significantly as retaining wall and stair requirements are
reduced . Retaining walls will be required along Parcel 19 & 21. Estimate an incremental cost of
approximately $200,000 in construction costs to construct the two retaining walls and strairways
to these parcels.
4. The 5.5 foot shift will require approximately three blocks of water main to be relocated at an
approximate cost of $160,000
5. Additional ROW acquisition will be required on the North side properties due to the shill. Both
options will require ROW acquisition on North side properties. However, the overall square
footage of permanent ROW and temporary easements required for the project will be less for the
shined alignment option than for the centered option. The reason for the reduction nn the overall
ROW is that the ground elevation of the adjacent property on the South side of the road changes
more abruptly than on the North side. Shifting the roadway to the North provides more room
from back of curb to the South side property line to make the necessary elevation transitions
without needing to acquire right of way onto the private property. Ground elevations on the
North side are more in line with those of the roadway resulting in shorter transition lengths to
match roadway to property grades.
6. The shift brings the roadway closer (53) to the buildings on the North side than under Option 1.
7. This option allows staging of one (1) lane of through traffic in each direction during construction.
The road will be open to through traffic during construction operations.
In smmnary the shift, reduces design costs; reduces construction costs; and requires less permanent and
temporary ROW acquisition, allows for staged construction, saves an estimate of approximately $700,000
to $900,000 in overall project costs and is the Project Management Team's preferred option.
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