7.1. SR 08-16-2010REQUEST FOR ACTION
TO ITEM NUMBER
Ma or and Ci Council 7.1.
AGENDA SECTION MEETING DATE PREPARED BY
Administration Au ust 16, 2010 ustn Femrite, P.E.
ITEM DESCRIPTION REVIEWED By
Modifications to Main Street at old Northbound Liquor Store Lori ohnson, Ci Administrator
Site REVIEWED BY
ACTION REQUESTED
Authorization to obtain quotes for the extension of the right hand turn lane at the northeast corner of
Main Street and Trunk Highway 169 and to close the access to the property located at 50 Main Street
NW (formerly the Northbound Liquor Store).
BACKGROUND/DISCUSSION
As discussed back in 2009, there continues to be a need for a longer right hand turn lane for west bound
motorists traveling on Main Street as they approach Trunk Highway (T.H.) 169. With the changes to the
use of the property located at 50 Main Street NW it has become more feasible to complete the
lengthening of the turn lane and closing of the access. We have reviewed the title for the above
referenced property and can not find any documentation that a cross access easement exists across the
property. The property to the north of 50 Main Street NW has frontage and access to Baldwin Ave NW
and 3rd Street NW. While people in this area have become accustomed to using the paved connection
from 3`d Street NW to Main Street across this property, it is not designed or maintained as a public street.
The proposed turn lane extension, as shown in the attached figure, would require closing the current
access to Main Street as described above. The proposed turn lane extension would provide an additional
115-feet of stacking room in the right hand turn lane.
From an engineering perspective the project will provide the needed additional stacking in the right hand
turn lane and access control at the T.H. 169 and Main Street Intersection. Together this will help improve
the performance and safety of the intersection.
If directed to proceed, we propose to begin the implementation by placing temporary barricades across
the access on the north and south end of the property to see what type of reaction we receive from the
public and adjacent property owners. This will allow anyone who feels they have a legal right of access
through this property time to present such documentation prior to us fully removing the existing
pavement. We will then work with the streets department to secure quotes for the addition of concrete
curb and bituminous paving for the turn lane. All final pavement removal and turf restoration will be
completed along with the final restoration of the approved bio-retention basin that will be constructed in
the location of the old Northbound Liquor Store building.
C:\Documents and Settings\XPMUser\Local Settings\Temporary Internet Files\OLK66\Main Street Trun Lane RFA.doc
FINANCIAL IMPACT
It is estimated the total project costs will be around $30,000 and is expected to come from the Street
Reserve fund. Quotations will be gathered and tabulated to determine an exact project cost. These
quotations will come back to the City Council for authorization before the work is completed.
ATTACHMENTS
^ Property Location Map
^ Proposed Turn Lane Figure
ActlOfl Motion by Second by Vote
Follow Up
C:\Documents and Settings\XPMUser\Local Settings\Temporary Internet Files\OLK6G\Main Street True Lane RFA.doc
Sherburne County, MN
beaconTM
Date Created: 8/9!2010
Map Scale: 1 in = 188 ft
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749
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Parcel ID 75-134-4101 Alternate ID N/A
Sec/Twp/Rng 34-33-26 Class MUNICIPAL PUBLIC SERVICE ENTERPRISES
Property Address 50 MAIN ST NW Acreage 0.79
ELK RIVER
District ELK RIVER CITY
Brief Tax Description EXEMPT NORTHBOUND LIQUOR THAT PT OF NE
1-4 OF SE 1-4 DES AS BEG AT THE SW COR OF
OUTLOT B OF JOHNSON PLAT, ACCORDING TO THE
MAP OR PLAT THEREOF ON FILE & OF RECORD IN
THE OFFICE OF THE REGISTER OF DEEDS IN &
FOR SAID SHERBURNE COUNTY; THENCE N 0 DEG
5 MIN E, ASSUMED BEARING, ALONG THE W LINE
OF SAID OUTLOT B FOR A DIST OF 207.35 FT;
THENCE S 72 DEG 56 MIN W A DIST OF 256.06
FT, MORE OR LESS, TO INTERSECT THE ELY
LINE OF RIGHT-OF-WAY OF US HWY 169; THENCE
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LINE A DIST OF 42.60 FT, MORE OR LESS, TO
AN ANGLE PT ON SAID RIGHT-OF-WAY LINE;
THENCE S 54 DEG 6 MIN 58 SEC E ALONG SAID
RIGHT-OF-WAY LINE A DIST OF 159.62 FT,
MORE OR LESS, TO INTERSECT THE N LINE OF
THE RIGHT-OF-WAY OF COUNTY STATE AID HWY
Owner Name N/Ate
Owner Address N/AL~i
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