ITEM 6.1 CSAH 42 WaterMainF
06ego
MINNESOTA
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
June 22, 2020
PRESENTER(s)
REVIEWED BY:
ITEM #:
City Engineer Wagner
City Administrator/Finance Director Flaherty
6.1— CSAH 42 Watermain
City Planner Licht
City Utilities Manager Neidermeier
City Attorney Kendall
STRATEGIC VISION
MEETS:
THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
X
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends that a cost sharing request for trunk watermain lowering along CSAH 42 near the
entrance to the Riverbend North development be denied.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
No
No
BACKGROUND/JUSTIFICATION:
At the June 8, 2020 City Council meeting, City staff reviewed with the City Council a request from the
developer of Riverbend North to share the costs associated with lowering the trunk watermain along CSAH
42 near the entrance to the respective development. The City Council requested additional information
regarding the request, and tabled the matter to a future meeting.
After further review, City staff summarizes:
- The developer was previously paid $17,000 for an easement for the watermain.
- The watermain requiring lowering is located within said easement.
- The City has not had any issues with the watermain freezing since it was constructed in 2006.
- Riverbend North is required as a condition of their project approvals to 1) construct a turn lane;
and 2) construct a pedestrian trail.
- The City Attorney has reviewed the Development Agreement, which states that the Developer shall
install and pay for all required improvements. It is those improvement requiring the watermain to
be lowered, and under the terms of the Agreement, the city is not legally obligated to approve the
Change Request submitted by the Developer.
Based on the information above, City staff recommends that the City not participate in the cost sharing.
SUPPORTING DOCUMENTS ATTACHED:
• Easement
• Final Plat
• Cross Section of Watermain
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES:
Motion deny of a cost sharing request by Darkenwald Real Estate for trunk watermain related to the
Riverbend North development.
BUDGET INFORMATION
FUNDING: BUDGETED:
N/A N/A
Highway Right Way
Monument Desigg nation
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AREA 3=2,045 S.F.
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WESTERLY ROW LINE OF C.S.AH. 36 WRIGHT ----____- / + �g / / \ \ y / / 501'33'33"E 1i�
COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO I -�, / , 53 6� / 69 \ \ / —75.19 AND WE RIGHT OF WAY PER WRIGHT \ \ N c ----' — —
COUNTY HIGHWAY RIGHT-OF-WqY PLAT NO. 9 ��\ / / �33 166' / S11'25'15' W
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R/VERBEND NORTH ADDITION
KNOW ALL PERSONS BY THESE PRESENTS: That Darkenwald's Riverbend Wastewater Company, LLC, a Minnesota Corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit:
That part of Government Lot 2, Section 26, Township 121, Range 23. Wright County, Minnesota, described as follows:
Commencing at the point where the centerline of County State Aid Highway No. 36, now known as County State Aid Highway No. 42 intersects the easterly right-of-way line of Minnesota State Trunk Highway No. 101 as per WRIGHT COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 9; thence South 02 degrees 48 minutes 35 seconds East, assumed bearing, along said easterly rightoFway line, a distance of 517.59 feet to the
Point of Beginning of the land to be described; thence continuing south 02 degrees 48 minutes 35 seconds East along said easterly right-of-way line a distance of 164.80 feet; thence North 87 degrees 11 minutes 25 seconds East along said right-of-way line a distance of 65.00 feet; thence South 02 degrees 48 minutes 35 seconds East along said right-of-way line a distance of 700.00 feet; thence South 87 degrees 11 minutes 25
seconds West along said right-of-way line a distance of 65.00 feet; thence South 02 degrees 48 minutes 35 seconds East along said right-of-way line a distance of 185.77 feel; thence North 86 degrees 55 minutes 57 seconds East a distance of 2B3.84 feet; thence North 79 degrees 23 minutes 42 seconds Fast a distance of 91.19 feet; thence North 69 degrees 16 minutes 07 seconds East a distance of 88.85 feel; thence North
60 degrees 35 minutes 32 seconds East a distance 167.96 feet; thence North 29 degrees 24 minutes 28 seconds West a distance of 72.61 feet; thence South 60 degrees 44 minutes 53 seconds West a distance of 40.09 feet; thence North 26 degrees 48 minutes 45 seconds West a distance of 86.07 feet; thence North 58 degrees 44 minutes 21 seconds East a distance of 84.71 feet; thence South 73 degrees 41 minutes 35
seconds East a distance of 194.38 feet; thence North 57 degrees 28 minutes 38 seconds East a distance of 196.79 feet to a point on the westerly right-of-way line of County Road No. 36 per WRIGHT COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 1; thence North 44 degrees 18 minutes 68 seconds West along said westerly right-of-way One a distance of 343.31 feet; thence northwesterly along said westerly,rigMof-way line a
distance of 324.47 feet on a tangential curve concave to the Northeast having a radius of 1477.84 feel and a central angle of 12 degrees 34 minutes 47 seconds; thence North 31 degrees 44 minutes 11 seconds West, tangent to last described curve, and along said westerly dghtof-way line as per WRIGHT COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO.1 and thewesterly, right-of-way, line as per WRIGHT COUNTY HIGHWAY
RIGHT- OF- WAY PLAT No.9, a distance of 434.59 feet to the intersection of said westerly dghtof-way line, with a line which bears North 57 degrees 11 minutes 25 seconds East from the Point of Beginning; thence South 57 degrees 11 minutes 25 seconds West a distance or 334.97 feet to the Point of Beginning.
Except:
The northwesterly 70.00 feet thereof and except parcel 312D, MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO.86.111.
Has caused the same to be surveyed and platted as RIVERBEND NORTH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat.
In witness whereof said Darkenwald's Riverbend Wastewater Company, L-C, a Minnesota Corporation, has caused these presents to be signed by its proper officer this day of 20_.
Darkenwald's Riverbend Wastewater Company, LLC
By
State of Minnesota, County of
This instrument was acknowledged before me this _day of 20_by
Name
Notary Public County, Minnesota
My commission expires:
of Darkenwald's Riverbend Wastewater Company, LLC, a Minnesota Corporation, on behalf of the Corporation.
I Lynn P. Caswell do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation ofthe boundary survey; that all mathematical data and labels are correctly designated; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wetlands, as
defined in Minnesota Statutes, Section 505.01, Subd. 3, as ofthe date ofthis certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this of 20
Lynn P. Caswell, Land Surveyor
Minnesota License No. 13067
State of Minnesota, County of
The foregoing Surveyors Certificate was acknowledged before me this _ day of , 20_ by Lynn P. Caswell, Land Surveyor, Minnesota License No. 13057.
Signature
Notary
My cor
County, Minnesota
CITY COUNCIL, CITY OF OTSEGO, MINNESOTA
This plat of RIVERBEND NORTH ADDITION was approved and accepted by the City Council ofthe City of Otsego, Minnesota, at a regular meeting thereof held this day of 20_, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03. Subd. 2..
CITY OF OTSEGO. MINNESOTA
By: Attest:
Mayor City Clerk
WRIGHT COUNTY SURVEYOR
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Sudb. 11. this plat has been reviewed and approved this day of 20_,
Wright County Surveyor
WRIGHT COUNTY HIGHWAY ENGINEER
This plat was reviewed and recommended for approval this _day of 20_
Wright County Engineer
WRIGHT COUNTY AUDITORITREASURER
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable forthe year 20_on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this -day of 20_.
By:
Wright County Auditor/Treasumr Deputy
WRIGHT COUNTY RECORDER
I hereby cedify that this instrument was filed in the office of the County Recorder for record on this day of 20_at
_ dclock _ M. and was duly recorded in Cabinet No. , Sleeve , as Document No.
L A N D F O R M
From Site to Finish
Wright County Recorder
bHLtl 1 Ur 2 bflttlb
R/VERBEND NORTH ADDITION
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OF hRAESOTA STATE TRI,tA; \ �PPER 3YA EX, O i 14.91 / O O PERMOOT
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NCYWAY N0. 101, q9 PER !
R `COWS' T q P� \ °"� o ! to [S02"48PLAT
'35"EJ 700.50 Measured oo wNo. l 44So
0
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-[SO2'48'35"E] 517.59 [S02.48'35"6 164.80 ca Cq \ N M p 03"09'24"
o NO3"09'24"W
EASTERLY ROW DF M64�E90TA A I A I A I r- // -I_ A _I_ A _I_ r_ _1_ r I I n I 1 k� m� 186.51 Measured l
srATE TRIA4; Nwr rot I F e I 11\ 1 K NW Cm NV Sm. 26 co 00 185.77 Described 1
S02-48'355' S N89"21'oe-r WR14M COUNTY MIONLTENr CA57�RON V ! ' 1 I
1434. 19
I 1 A I \ / n I ♦ n / ♦ A Wne Lne "T NW Y Sec. 26, nONA1ENf - - - EASTERLY ROW OF fNESOTA STATE TR" NWy 10,
1 V 1/ /\ v I\ I I I I I I I iWP. 12t RN'C. 23 N00'20'16"6
I I Y Y I - \ I I V \ / I \ / I BASS FOR SEARWCS 2838. 88
Vicinity Map
(Nat to Scale)
r - ---T - - --,
NW 1/4 1 NE 1/4
qft
i S �1ti0
P_ --- -__-__�
SW /4 i SE 1/4
70TH!ST. NE _ __
Section 26, Township 121. Range 23
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
(NOT TO SCALE)
II
�5
II
5
II I I II
10 10
BEING 5 FEET IN WIDTH, AND ADJOINING
LOT LINES UNLESS OTHERWISE INDICATED,
AND 10 FEET IN WIDTH AND ADJOINING
STREET LINES AND REAR LOT LINES UNLESS
OTHERWISE INDICATED ON THE PLAT.
• Denotes 1/2 inch iron pipe monument found.
O Denotes 1/2 inch by 14 inch iron pipe monument
set and marked by License No. 13057.
O Denotes Wright County Monument Found
[BEARING] Denotes Described Bearing
-a-a-Denotes Access Control
Bearings shown are based upon the West line of
the northwest quarter of Sec. 26, T. 121, R.
23 which has an assumed bearing of
N00'20'16"E.
CIC NO. 143, RIVERBEND NORTH terminated per
Certificate of Termination filed as
Doc. No.
NORTH
0 50 100
SCALE IN FEET
t► 1 INCH = 50 FEET
sw C.- NW y, sfe. 26 LA N D F O R M
TW, 12423���r�� • •
WRI"r COUNTY !ORNc"1 From Site to Finish • •
ALUM CAP
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