6.10. SR 06-17-2002MEMORANDUM
TO:
FROM:
Mayor and City Council
Michele McPherson,~n~Director of Planning
DATE:
June 17, 2002, 2002
SUBJECT: Case No. P 02-10
Preliminary and Final Plat of Grace Addition
Item# 6.10.
Request
The City asks that the City Council consider the preliminary and final plat of Grace Addition
to subdivide one parcel into two.
Attachments
· Location Map
· Memo from Sherburne County
· Resolution No.
· Preliminary Plat
· Final Plat
Location
West of County Road 13 at the Tyler Street intersection, east of Royal Oaks Ridge
Zoning/Land Use
Rlc, Single Family Residential / MR, Medium Density Residential
Analysis
Overview
The City of Elk River has been negotiating with Grace Assembly of God Church, property
owner, for purchase of park property from the subject parcel. The subject parcel is owned
by the church and is currently vacant with a variety of topography. There are three
Memo to Mayor and City Council?P 02-10
June 17, 2002
Page 2
wetland/drainage areas and a drainage ditch that traverses the northerly portion of the site.
The City Council has authorized staff to continue negotiating with the church for park
property.
Preliminary Plat
The subject parcel measures approximately 24 acres in area and is proposed to be subdivided
into two lots; Lot 1 - 13.9 acres with street frontage and access from County Road 13; Lot 2
- 11 acres in area, will have street frontage and access from the right-of-way of 190~
Avenue. The City will utilize this connection for pedestrian purposes only for the park.
Both parcels meet the minimum lot requirements for the Rlc Single Family District.
Lot 1 will be used by the Church to construct a church (agenda item to follow).
Drainage and Utilities
Drainage and utilities are addressed in the City Engineer's memo.
Park Dedication
There will be no park dedication required for this parcel as the City is interested in
purchasing Lot 2 from the Church for park purposes. The Park and Recreation Commission
did review the request and asked that the utility easement for the water main include trail
rights to connect 190th Avenue to Twin Lakes Road with a pedestrian way.
Planning Commission Action
The Planning Commission held a public hearing regarding this issue on May 28, 2002. Three
residents spoke regarding their concern that 190~ Avenue may be extended to the east. This
is not being proposed. They also wanted to know about access to the park. Access to the
park is intended to be from 190t~ Avenue via a pedestrian trail.
Recommendation
Staff and the Planning Commission recommend that the City Council approve the
preliminary plat of Grace Addition with the following conditions:
1. THE UTILITY EASEMENT SHALL INCLUDE TRAIL RIGHTS.
e
THE PARK BOUNDARIES SHALL BE MARKED AS REQUIRED BY
ORDINANCE.
Staff also recommends that the City Council approve the attached resolution granting final
Plat approval of Grace Addition.
S:\PLANNING\Case Files\P 02-10 Grace Addition\6 17 CC.doc
PARCEl_ B
PARCEL A
SITE
OU fLO~ C
T~OTT
OUTLOTI
Case Number:
Location Map
P 02-10 & CU 02-10 ASSEMBLY OF GOD CHURCH
N
May 6,2002
City of Elk River
Attn: Michele McPherson
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330
PUBLIC
Sherbu~
WORKS DEPARTMENT
425 Jackson A venue
E/k River, MN 55350
(763) 241- 7034. 800-594-5208
FAX (763) 441-2254
Re: Grace Addition
Dear Ms McPherson;
As previously discussed we accept this proposal and have already granted access to CSAH 13.
On the recommendation of consul from Sherburne County Assistant Attorney Timothy P.
Brausen we will allow access for the Grace Assembly of God Church to CSAH 13 at the
southern boundary of the parcel. The placement of the access at the southern boundary provides
the greatest possible spacing separation from Tyler Street NW. When the Jordan parcel (75-126-
3400; 12.98 acres) develops the access to CSAH 13 serving his properly must be removed.
An access permit has been granted for the Grace Assembly of God Church to CSAH 13 with the
following Conditions:
1. Pay the required permit and signage fees ($550).
2. We require 60' of fight of way for CSAH 13 (as measured from the centerline of CSAH 13)
be granted in fee title to Sherburne County.
3. The slopes of the access must be constructed at 1:6 within the right of way.
4. The developer is responsible for drainage studies. If a culvert is necessary within the right of
way of CSAH 13, it must have 1:6 safety aprons and grates. Both the cost of the culvert and
the installation are the responsibility of the developer.
A fight turn lane is required at the proposed entrance and must be constructed according to
Sherburne County standards as listed on the detail.
A bypass lane must be constructed to Sherburne County standards at the proposed entrance.
Slopes on the turn lanes and bypass lane must be 1:4. Turf establishment is covered on the
enclosed detail. We recommend the notification (by church representatives) of the
landowners that will be impacted by the bypass lane. Some tree trimming may be necessary.
Road signs will be installed by the public works department. The developer must notify the
public works department for installation.
Make all pavement marking changes as necessary.
If you have any questions, please call me at 241-7034
Sinc~ely,
Richard D. Corbin
Sherburne County Public Works
RESOLUTION NO. 02 -
CITY OF ELK RIVER
A RESOLUTION GRANTING FINAL PLAT APPROVAL FOR:
Grace Addition
Case No. P 02-10
WHEREAS, application has been made for final plat approval, pursuant to
Section 1008.08 (1)(c) of the Elk River City Code of Ordinances, of the property
legally described on attached Exhibit A and hereinafter referred to as "the
Property"; and
WHEREAS, the application for preliminary plat approval has been referred
to the Planning Commission which has given its advice and recommendation to
the City Council; and
WHEREAS, a preliminary plat of the Property was approved by the City
Council on June 17, 2002; and
WHEREAS, the proposed final plat is consistent with the preliminary plat
as approved by the City Council; and
WHEREAS, the proposed final plat complies with each of the conditions
set forth by the City Council in its approval of the preliminary plat of the Property;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF ELK RIVER, as follows:
It is hereby determined by the City Council for the City of Elk River as
follows:
Ao
The proposed subdivision is consistent with the Zoning Ordinance
and conforms with all of its requirements.
The proposed subdivision is consistent with all applicable general
and specialized city, county, and regional plans including, but not
limited to, the City's Comprehensive Development Plan.
The physical characteristics of the site, including , but not limited
to, topography, soils, vegetation, susceptibility to erosion and
siltation, susceptibility to flooding, and drainage are suitable for the
type and density of development and uses contemplated.
The proposed subdivision makes adequate provision for water
supply, storm drainage, sewage transportation, erosion control and
all other services, facilities and improvements otherwise required
herein.
The proposed subdivision will not cause substantial environmental
damage.
The proposed subdivision will not conflict with easements of record
or with easements established by judgment of a court.
The proposed subdivision will not have an undue or adverse impact
on the reasonable development of neighboring land.
Final plat approval is hereby granted for the Property, subject to the
conditions set forth in attached Exhibit B.
The officers of the City are hereby authorized, once the conditions set
forth in Exhibit B are met and complied with, to sign the final plat for the
Property and to issue a certified copy of this Resolution giving final
approval of the plat.
The owner of the Property is authorized to record the final plat as required
by law and shall file proof of said recording with the City. No building
permits will be issued for the Property until the final plat is recorded.
This final plat approval shall expire one year from the date of this
resolution if the final plat is not recorded within that time.
The foregoing resolution was introduced by
and duly seconded by Council Member
following voted in favor of the Resolution.
Council Member
The
The following voted against the Resolution:
The following were absent:
S:\PLANNINGXRESOLUTIXP02-10.doc Page 2
WHEREUPON the resolution is adopted.
Passed and adopted this 17th day of June, 2002.
Stephanie Klinzing, Mayor
CERTIFICATE
STATE OF MINNESOTA
COUNTY OF SHERBURNE
CITY OF ELK RIVER
I, the undersigned, being the duly qualified and acting Clerk of the City of
Elk River, Minnesota, hereby certify that the above resolution is a true and
correct copy of the resolution as adopted by the City Council of the City of Elk
River on ~, 2002.
WITNESS my hand officially as such Clerk and the corporate seal of the
City this __ day of ,2002.
Sandra Peine, City Clerk
STATE OF MINNESOTA
SS.
COUNTY OF SHERBURNE
The foregoing instrument was acknowledged before me this __
, 2002, by Stephanie Klinzing, Mayor, City of Elk
Minnesota.
day of
River,
Notary Public
S:\PLANNING\RESOLUTIXP02-10.doc Page 3
STATE OF MINNESOTA
SS.
COUNTY OF SHERBURNE
The foregoing instrument was acknowledged before me this __ day of
,2002, by Sandra Peine, City Clerk, City of Elk River, Minnesota.
Notary Public
S:kPLANNINGkRESOLUTIkP02-10.doc Page 4
EXHIBIT A
Legal Description:
That part of the Southeast Quarter of the Southwest Quarter of Section 26, Township 33,
Range 26, Sherburne County, Minnesota described as follows:
Beginning at the northwest corner of said Southeast Quarter of the Southwest Quarter;
thence on an assumed bearing of South 89 degrees 50 minutes 57 seconds East along the
north line of said Southeast Quarter of the Southwest Quarter, a distance of 685.18 feet;
thence South 0 degrees 21 minutes 30 seconds West, a distance 838.44 feet; thence South 44
degrees 57 minutes 09 seconds East, a distance of 140.65 feet to the north line of the South
382.33 feet of said Southeast Quarter of the Southwest Quarter; thence North 89 degrees 44
minutes 12 seconds East along said north line, a distance of 479.66 feet to the centerline of
County State Aid Highway No. 13; thence southwesterly along said centerline being a
nontangential curve concave to the southeast having a radius of 2874.78 feet and a central
angle of 9 degrees 01 minutes 05 seconds, a distance of 452.47 feet to the south line of said
Southeast Quarter of the Southwest Quarter, the chord of said curve bears South 31 degrees
58 minutes 29 seconds West; thence South 89 degrees 44 minutes 12 seconds West along
said south line, a distance of 1027.90 feet to the southwest corner of said Southeast Quarter
of the Southwest Quarter; thence North 0 degrees 21 minutes 30 seconds East along the
west line of said Southeast Quarter of the Southwest Quarter, a distance of 1325.74 feet to
the point of beginning.
S:XPLANNING\RESOLUTI\P02-10.DOC Page 5
EXHIBIT B
Conditions:
1. THE UTILITY EASEMENT SHALL INCLUDE TRAIL RIGHTS.
2. THE PARK BOUNDARIES SHALL BE MARKED AS REQUIRED BY
ORDINANCE.
S:\PLANNING\RESOLUTI\P02-10.doc Page 6
GRA CE
A SS£MBL Y
07
GOD
CHURCH
89'$0'57"
685. 18
DRAINAGE AND UTILITY EASEMENTS SHOWN THUS:
I · 500
~' ~, 5 go
~000 i[I/ [-~ooo
AND ADJOINING PLAT BOUNDARY LINES
AND STRCET AN0 BOUNDARY LINES.
~'x\
\
O DENOTES Y2 INCH BY 14 INCH IRON MONUMENT
SET WITH AND MARKED WITH RLS No. 13293
CAP UNLESS OTHERWISE SHOWN
LOT 1
' , 96030
89'44'12" W 102Z90
> t N 89'44'12" E 479.66
------- ..... 405.20 -- -
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THE SOUTH LINE OF THE SE Y~ OF THE Sw ~
IS ASSUMED TO HAVE A BEARING OF S 89'44' 12" W
, /
/ / · IRON MONUMENT FOUND
I "-'.":'/ "-' TH OUTH LINE OF THE
I/ / OF SECTION 26, TOWNSHIP 33, RANGE 26
,'tED TO HAVE A B AR qG OF ; 8
~o~ ~ LE
I inch = ft
~y2~-~B¢. 1326 ENERGY PARK DRIVE
ti ST PAUL MINNESOTA 55108
.~ I~-~, ' (651) 64-4-4389
~ ~ -. ,~;~.
~:.--tHoward R ~reen Company
~ j CONSULTING ENGINEERS
June a~-, 2002 q939:37 o m
SHEET 2 OF 2 SHEETS
PRELIMINARY PLA T
OF
GRA CE
S89'50'57"E ........ 685.1B ....
EASEMENT
LOT 2
11.00 AC."
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,'-' %N' '~3.91":AC.
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1027.90 ~. - -,
~ s. ina of the SE ~/~ of
1/~ of Sec 26. T.
75-126-.3400
-,-
,,. !';,.,. ~, ' ~-
479.66
14c
75-126-4209
/
/
,/
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40'
// 75-126-3410
/
GRAPHIC SCALE
DENOTES:
0 IRON MONUMENT SET R.LS. NO. 13293
· IRON MONUMENT FOUND
I
ADDITION
Sec.26, T,35, R.26
'
,~ LOCATION NO SCALE
LEGEND
ZONING:
RlC - SINGI_E FAMILY RESIDENTAL - SEWERED
MINIMUM LOT 11,00 SQ FT.
REQUIREMENTS: 80' WIDTH
130' DEPTH
BUILDING .30' FRONT
SETBACKS: 10' SIDE
5' GARAGE SIDE
BUILDING
REQUIREMENTS:
MAX. LOT COVERAGE OF 25~
MAX. BUILDING HEIGHT OF ,3
FLOORS OR 40'
AREA: 33.91 Acres, more or less
OWNER/DEVELOPER: Grace Assembly of God Church
NOTE:
All existing drainage easements ore os files by Doc, N. `324969 Sherburne Co..
MN
That port of the Southeast Quarter of the Southwest Quarter of Section 26,
Township 3,3, Range 26, Sherburne County, Minnesota described os follows:
Beginning at the northwest corner of said Southeast Quarter of the
Southwest Quarter; thence on an assumed bearing of South 89
degrees 50 minutes 57 seconds East along the north line of said
Southeast Quarter of the Southwest Quarter, a distance of 685.18
feet; thence South 0 degrees 21 minutes 30 seconds West, o
distance of 6.38.44 feet; thence South 44 degrees 57 minutes 09
seconds East, a distance of 140.65 feet to the north Iine of the
South 362.3,3 feet of sold Southeast Quarter of the Southwest
Quarter; thence North 69 degrees 44 minutes 12 seconds East
along sold north line, a distance of 479.66 feet to the centerline of
County State Aid Highway No. 1,3; thence southwesterly along said
centerfine being a nontangential curve concave to the southeast
having a radius of 2874.78 feet and o central angle of 9 degrees 01
minutes OS seconds, o distance of 452.47 feet to the south Hne of
said Southeast Ouorter of the Southwest Ouorter. the chord of sold
curve bears South .31 degrees 58 minuts 29 seconds West; thence
South 69 degrees 44 minutes 12 seconds West along said south IMm
o distance of 1027,90 feet to the southwest corner of said
Southeast Ouorter of the Southwest Quarter; thence North 0
degrees 21 minutes .30 seconds East oIong the west line of said
Southeast Ouorter of the Southwest Quarter, o distance of 1.325.74
feet to the point of beginning.
HEREBY CERTIFY THAT rills EXHIBIT WAS PREPARED
BY ME OR UNOER MY DIRECT SUPER~SION AND Pr~AT
PRINTED NAME FRANK S. KRIZ mC.NO __ lJ29d
I _~1 1326 ENERGY PARK DRIVE
I ~l _ ST. PAUL, MINNESOTA 55108
[~~ ~ (651) 644--4389
IF toward IR Green Company
[~F'2'~ J CONSULTING ENGINEERS
April 30, 2002 6:44:53 a.m.
816090j~dwg~816090-PRELIMINARY PLAT.DWO (TELGAAR) ,5'..~EET ] OF ] ,SWEE?$