HomeMy WebLinkAboutResolution 4978 . ' .
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• - � � : CITY of ORONO
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��� �G~' ��� RESOLUTION OF THE CITY COUNCIL
�kESSOg' NO. � � � �
A RESOLUTION REQUESTING A VARIANCE FROM MINNESOTA
' RULES FOR STATE AID OPERATIONS CHAPTER 8820
WHEREAS,the City Council of the City of Orono is preparing construction plans for
the replacement of the West Ferndale Road Bridge over Browns Bay Channel, Existing Bridge
No. L8854, which is considered deficient according to Mn/DOT's standards; and
WHEREAS,the City Council of the City of Orono, its citizens, a.nd city staff believe that .
the minimum design standards set forth by Minnesota Statutes as applicable to the proposed
replacement of Bridge No. L8854 create an undue hardship; and
• WHEREAS, said hardship is further explained in the attached supplementary letter from
the City Engineer; and
NOW THEREFORE, BE IT RESOLVED that the Orono City Council, located in
Hennepin County, Minnesota, hereby respectfully submits a request for a variance to the
Commissioner of Transportation for Minnesota Rules for State Aid Operations,Chapter 8820.9920,
Geometric Design Standazds; Rural and Suburban Undivided;New or Reconstruction Projects, as
they apply to the proposed West Ferndale Road bridge replacement project located in the City of
Orono, so as to allow the following:
1: 11-foot Traffic Lane Widths and .2-foot Shoulder�1Vidths; in lieu of the minimum .
� 12-foot traffic lanes and four foot shoulder widths required;
2. A 26-foot bridge roadway width; in lieu of the minimum 36-footwidth required;
3. Match existing road side slopes which vary from 1:1 to 1/2:1 to minimize
wetland impacts; in lieu of the minimum 4:1 road side slopes required;
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• - � : CITY of ORONO
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��L �G�' '�� RESOLUTION OF THE CITY COUNCIL
�kESI30g' NO. � � `� �
AND BE IT FiJRTHER RESOLVED that the Orono City Council hereby indemnifies,
saves, and holds hannless the State and its agents and employees of and from claims, demands,
actions,or causes of action arising out of or by reason of the granting of the variance. The Council
further agrees to defend at its sole cost and expense any action or proceeding begun for asserting any
claim of whatever character arising as a result of the granting of the variance.
Adopted by the Orono City Council at a regular meeting held on May 12, 2003.
ATTEST:
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l.� . �/�. �����e .
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Linda S. Vee, City Clerk Barbara A. Peterson,Mayor
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Bonestroo,Rosene,Anderlik and Azzociates,Inc.is an Affirma[ive Action/Equat Opportunity Employer
Bonestroo and Emptoyee Owned
p Principals:Otto G.Bonestroo.P.E.•Marvin L.Sorvala,P.E.•Glenn R.Gook,P.E.•RoDert G.Schunicht,P.E.•
0 1`�Sene Jerry A.Bourdon,P.E.
Anderlilc & Senlor Consultants:Rober[W.Rosene.P.E.•Joseph C.Anderlik.P.E.•Richard E.Turner.P.E.•Susan M.Eberlin,C.P.A.
Assoclate Principals:Keith A.Gordon.P.E.•Rober[R.Pfeffer�e.P.E.•Richard W.Foster,P.E.•David O.Loskota.P.E.•
• Associates Mark A:Hanson,P.E.•Miehael 7 Rau�mann,P.E.•Ted K.Field,P.E.•Kenneth P.Anderson,P.E.•Mark R.Rolfs,P.E.•
David A.Bonestroo,M.B:A.• Sidney P.Williamson.P.E.,LS.•Agnes M.Ring.M.B.A.•/111an Rick Schmidt.P.E.•
Engineers&Architects Thomas W.Peterson,P.E.• James R.Maland.P.E.• Miles B.Jensen,P.E.• L.Phillip Gravel III,P.E.• Daniel J.Edgerton,P.E.•
Ismael Martinez,P.E.• 7homas A.Syfko,P.E.•Sheidon J.Johnson• Dale A.Grove,P.E.• Thomas A.Roushar,P.E.•
Rober[J.Devery,P.E. '
Offices:S[.Paul,St.Ctoud,Rochester and Willmar,MN•Milwaukee.WI•Chicago.IL .
May 5� Z003 Webslte:www.bones[roo.COm
Mr. Dan Erickson `� �, .,�.���•
Minnesota De artment of Trans ortation 3 -�� ,�.
P P ti,�'�a�:�� � �� .
,,
1500 West County Road B-2 �
Roseville, MN 55113
Re: City of Orono—Ferndale Road Bridge �
� Existing MnDOT Bridge No. L8854
Proposed MnDOT Bridge No. 27B12
S.A.P. No. 152-080-01
Our File No. 139-03-132 �
Dear Dan:
• I am writing regarding the variance that the City of Orono will be requesting for the bridge
replacement. Once we have an opportunity to discuss the variance,the City Council will consider
a resolution regarding the variance. �
The project in question involves replacing an existing 22-foot wide bridge in Orono. The bridge
serves primarily local residents that are traveling to or from CSAH 15 to the west of the bridge.
East of the bridge, Ferndale Road continues to downtown Wayzata.
Included with this letter are some photos of the project area and a map showing the project
location. � .
Variance Requested � �
MnDOT design standards for rural bridges calls for a minimum of 12-foot lane widths and 4-foot
shoulders. The curb to curb width of the bridge is the sum of the lanes width and shoulder widths
plus four feet. This would require a minimum curb to curb width on the bridge of 36 feet. We are
requesting a variance from Rule 8820.9920 to allow two 12-foot lane widths and 2-foot
shoulders. The specific variances requested are: �
1. Two 11-foot wide traffic lanes and 2-foot wide shoulders on each side in lieu of the �
minimum 12-foot wide traffic lanes and 4-foot wide shoulders required; and
• 2. A 26-foot wide bridge roadway (curb to curb) in lieu of the minimum 36-foot wide �
bridge roadway required.
2335 West Highway 3G . St. Paul, MN 55113 . G51-G3G-4G00 . Fax: G51-G3G-1311
Mr. Dan Erickson May S, 2003
Minnesota Department of Transportation page 2
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• Yariance Jicstification �'
Ferndale Road is located on the north side of residences on the shore of Lake Minnetonka, i.e.
the residences are between Ferndale Road and Lake Minnetonka. In the area of the bridge,
wetlands and a lagoon are located on the�north side of the road. Ferndale Road has narrow
shoulders, approximately 1.5 feet, on each side. Outside of the shoulders, the slopes go down to
the yards or the wetlands.
Tlie area is fairly well developed at this time which reduces the likelihood of increased traffic
volumes. Widening of the existing street would require filling of the wetlands and lagoon. This
will not occur due to the constant traffic volumes in azea and the impacts on the wetlands. �
Design standazds for much of the public infrastructure serving the region have necessarily been
compromised to suit the topography. Given the constraints of the existing land use and wetlands,
the design standards developed by MnDOT are difficult to comply with and aze out of character.
Therefore,we outline the following points of justification for the requested variance:
. . _
l. Substandard Streets: Tlie streets in the�area of the bridge are�severely substandard�due '
to the land use and wetlands. The approaching streets on each side of the bridge are
slightly over 20 feet in width. The legal posted speed of both approaches is XX mph. A
narrow bridge in this setting is consistent with the driving comdor. ..
• 2. Avoid Severe Environmental Imnacts: Widening of the bridge and the approach
roadway would significantly impact the adjacent wetlands and lagoon. Minimizing the
amount of roadway width will limit the environmental impacts of the project and increase
the chances of receiving permits from environmental agencies.
3. Retain Character of the Area: As described in the introduction of this section, the
Ferndale Road Bridge exists in a quite residential area. We believe that the variance
requested will assist us in retaining the character of the area.
Imnacts ofthe Yariance
Economic—The variance would allow a narrower bridge to be constructed. The narrower bridge
would be less costly to construct which is a savings for the funding source which is antici�ated to
be the State Transportation Fund. The narrower bridge would not have any negative economic .
impact on the adjacent property owners.
Social—The variance requested for the proposed bridge would not have any social impacts.
Safetv—The variance for the proposed bridge will not significantly impact the safety of the
public. The proposed bridge is about 4 feet wider than the existing bridge. Therefore, the wider
bridge will improve the safety of the site as compared to the existing conditions.
• Environmental—The variance for the proposed bridge would have positive environmental
impacts. The variance would significantly reduce the amount of wetland area that would need to
be filled by maintaining the same approach roadway width.
Mr.Dan Erickson May S, 2003
Minnesota Department of Transportation ,4 -9 "� � Page 3
� Effectiveness of the Variance . �
The variance would still allow the bridge to be replaced which is in poor condition. The City of
Orono has performed temporary repairs to the bridge to increase its load carrying capacity.
Severe deterioration of the steel beams has occurred at the abutments and �midspans. This
deterioration will continue. The new bridge will have a design loading of HS25 as specified in
the MnDOT Bridge Design Manual. � �
Effects on Adiacent Lands --
The variance would reduce the affects on adjacent lands. Some of the adjacent property owners
are built out close to the edge of the roadway. By constructing a narrower bridge, the impacts on
the adjacent lands will be reduced.
Number ofPersonsAffected .
The proposed variance would not have an affect on any of the bridge users.
Safetv Considerations
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ere are some-pedesfrians�arid bicyclists in the area. The bridge would be approximately 4 feet� � '
wider than the existing bridge, six feet wider than the pavement approach roads and three feet
wider than the approach roads and shoulders. The bridge will be wider than the approach road
.and shoulders and therefore would not compromise the safety of the pedestrians and bicyclists.
• Vehicular users and emergency services will benefit from a new bridge with a higher load
cariying capacity than the existing bridge. The bridge width as requested by the variance will not .
impact the safety of the vehicular users and emergency services.
After reviewing this information, please call me at (651) 604-4895 to discuss. I would like to .
meet with you and Greg Gappa at the site to review the requested variance.
We appreciate the time you've spent assisting us with this issue.
Sincerely, '
ONESTROO ROSENE ANDERLIK&ASSOCIATES, INC.
��
J rry . Pertzsch, P. .
P:cv
Attachments
CC: Greg A. Gappa- City of Orono, Director of Public Services
� Tom Kellogg-Bonestroo
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