4.4. SR 10-17-2016Request for Action
To Item Number
Mayor and City Council 4.4
Agenda Section Meeting Date Prepared by
Consent October 17, 2016 Zack Carlton, Planning Manager
Item Description Reviewed by
Paxmar – Miske Meadows Cal Portner, City Administrator
Reviewed by
Final Plat of Miske Meadows
Action Requested
Adopt, by resolution, the Final Plat for Miske Meadows, with the following conditions:
1. Staff approval of updated plans and final plat reflective of changes to the Preliminary Plat.
2. A developers agreement be prepared and executed outlining the terms and conditions of the plat
approval prior to releasing the Final Plat for recording.
3. Deferred assessments from the installation of trunk utilities shall be paid for 12.095 acres.
(currently $80,555.98 through November 30, 2016)
4. Park Dedication shall be paid with a combination on land and cash. The land will be dedicated
with a future addition, and the cash is due at the time of final plat recording.
5. Surface Water Management Impact Fee be paid in the amount required by the city at the time
the Final Plat is released for recording. (currently $226/ lot)
6. Water Availability Charge shall be paid in the amount required by the city at the time the Final
Plat is released for recording. (currently $335/ plumbing unit)
7. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public
improvements.
8. Upon completing all of the improvements, and following city acceptance, a security or warranty
in a form acceptable to the City Engineer will be secured.
9. A development plan shall be approved by the City Engineer prior to the issuance of building
permits.
10. Any item or condition found that indicates the site is likely to yield information important to
pre-history or history shall be reported to the city immediately. Further, the city reserves the
right to stop work authorized in its approval until the site is appropriately investigated and work
is authorized.
Background/Discussion
Case No. P 16-08
The applicant is requesting Final Plat approval for 36 single-family lots in Miske Meadows. This is the
first addition of the Miske Meadows Subdivision.
The preliminary plat was approved in May of 2016 and included 160 single-family lots and multiple
outlots which are reserved for future development as detached townhomes. Approval of any detached
townhome units requires an update to the preliminary plat. The current proposal includes 36 single-
family lots and the right-of-way for 190th Ave NW – which will connect to Cleveland Ave, Grant Street,
and a portion of 191st Lane NW. All of the parcels will be accessed from the newly constructed public
streets.
Park Dedication will be satisfied with a mix of land and cash. The land will be dedicated with a future
addition and the cash dedication must be paid prior to releasing the plat.
The parcel being platted includes deferred assessments from previously installed sewer and water trunk
services. The plat includes 12.095 acres of land, or 17.48% of the outlot, which is the portion of the
deferred assessments due with this plat.
Financial Impact
None
Attachments
Plat overlay
Final Plat of Miske Meadows
Resolution
00
KNOW ALL PERSONS BY THESE PRESENTS: That RP3 L.L.C., a Minnesota Limited Liability
Company, fee owner of the following described property situated in the County of Sherburne,
State of Minnesota, to wit:
Outlot D, RIVER PARK SECOND ADDITION, Sherburne County, Minnesota.
MISKE MEADOWS
In witness whereof said RP3 L.L.C., has caused these presents to be signed by its proper officer STATE OF MINNESOTA
this COUNTY OF
RP3 L.L.C.
day of , 20.
Has caused the same to be surveyed and platted as MISKE MEADOWS and does hereby By:
dedicate to the City of Elk River, for public use forever, the public ways as shown on this plat. Kent Roessler, Chief Manager
Also dedicating to the public for public use forever the easements as shown on the plat for
drainage and utility purposes only. Also dedicating to the public for public use forever, the park
as shown on this plat.
�\ 1 1 -I- I 1 r- Ar -
The foregoing instrument was acknowledged before me this day of
, 20, by
Kent Roessler, Chief Manager of RP3 L.L.C., a Minnesota Limited Liability Company on behalf of
said company.
Notary Public,
My Commission Expires
County, Minnesota
NE COR. OF THE NE 1/4 OF SEC. 36, T.33, R. 26 •
SHERBURNE COUNTY FD. C.I.M. `
I r- r\ r1 I I r\ A I r- �\ �� I T A I -I- \/ I 11 A \/ \
F� F- I-( I-< I I Fe I\I F- I I I I I I\I I Y F1 11 F1 \/\1 /\ Y DOC. NO. 168028 \
L. .. I\ 1 V L. ♦. -1 .1 .. 1 V I 1 1 1 1 -1. 1 1, V /-\ I 1
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r- , , r- 1 • . 1 r, ,. �- r, r- r- -I- • I , . , I C.Brg.N6°52' 00" /
,/ F- 1 �, I\I 1 � `. I F! F- F- 1 1\1 ITV � / .+ i, I I \ . � \ i . , „ / .+,
0.485.20 , _ _ N00°29'34"E 1033.96 �' I I F� ,,,, .\I I , I I 1 R=
., . 60.00 , . , , ., .233 17 - - _ = 293.68 4 . ° \
512°59'5711" R-10 - .��FD. R/W MON. _ I �tr-=14,44�5\
26 _ -
• ___--- ------------------ _______ __ _-
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/ C'•o��0 D�� - 740.79 / , N89°30'26"W - ='7 �� S89°30'26"E - - FD. R/W MON, 1 T 1
o ��ar$ ' - EDGE OF WATER 58.31 \ ` _ _58.31 11
10' DRAINAGE AND
VLY. LINE OF OUTLOT D, RIVER PARK SECOND ADDITION - / UTILITY EASEMENT
1 L=124.48 / ` L=115.48
A---6055'28" \-_ -A-�6°49'16" RIVER PARKAT OF
` -1?0\21 10' DRAINAGE AND UTILITY EASEMENT R=1030.00 �\ /� R=970.00
k \ EDGE OF WATER PER THE PLAT OF RIVER PARK I ^7 , - _ -508°06'03"E
g \ \ N 08° 06 03 W _ _ _ , o / � � ,
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\ >° \�i 1 1 . 1 ° / oo .'_ 60.00 ° ,
>�+ \ N81 53'57"E _ __ 2/,0 / _ - - - _S08 06 03 E
60.00 ' \ -4 n 43.75
10' DRAINAGE AND UTILITY EASEMENT
��'• \ � - PER THE PLAT OF RIVER PARK �� - - \ L=111.24
A-7040'44" N
00-R=830.00
AC.=29.98 w
LO C.Brg.=N82°24'06"EC.Brg.=S79°23 47 W --t n
rOOcoEDGE OF WATER iC.=111.15R=1030.00 00 00 1
QOOSURVEY LINE N07 59'27"E ' 135.65178.56 oO
L=29.98 °° z NO3°45,32"WNN N,
00
N ; No
OUTLOT A ,Mc��im o,
L. DRAINAGE AND UTILITY EASEMENT �0 50 46 c3 00
`
�
Z OVER ALL OF OUTLOT A R=1230.00 - - - - - ,
o 0S F C.Brg.=N9°59'02"E \� 00 W
Z
• v A 6% / /�e s C.=18.17 _ Z
LL
LLI
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- SURVEY LINE V Z
.00
uj A--0049'31
EDGE OF WATER y R=1170.00 - - - - - - - - 77.97 /
C.Brg.=N9058'25"E i 0=4°48'13" N "
! POr7 / /o C.=16.85 w ^ _ ;-R=930.00
\ 60
\ -T, c O o CB=N82°26'32"W �+
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\ \ 00 N`° o o ^ S05°09'22"W
I hereby certify that I have surveyed and platted the land, or directly supervised the surveying and platting of the
land described on this plat as MISKE MEADOWS; that this plat is a correct representation of the boundary
survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted
on the plat have been or will be correctly set within one year; as of the date of this certification, all wet lands and
water boundaries and all public ways are shown and labeled as defined in Minnesota Statutes 505.01, Subd. 3.
Rick M. Blom, Licensed Land Surveyor
Minnesota License No. 21729
STATE OF MINNESOTA
COUNTY OF
The foregoing Surveyor's Certificate was acknowledged before me this day of
20, by Rick M. Blom, Land Surveyor, Minnesota License No. 21729.
Notary Public, County, Minnesota
My Commission Expires
Approved and accepted by the City Council of the City of Elk River, Sherburne County, Minnesota at a meeting
held this day of 20
Mayor
Attest:
Clerk
I hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve
this plat as to form and execution this day of 20
Elk River City Attorney
CITY OF ELK RIVER
COUNTY OF SHERBURNE
Pursuant to Sherburne County Ordinance Number 006, 1 hereby certify that this plat has been checked and
approved as to compliance with Chapter 505, Minnesota Statutes this day of , 20
Sherburne County Surveyor
I hereby certify that this plat has been reviewed by the office of the County Highway Engineer.
Dated this day of 20
Sherburne County Highway Engineer
I hereby certify taxes payable in the year on lands herein described are paid in full, and there are no
delinquent taxes, and that transfer was entered this day of 120
Sherburne County Auditor/Treasurer
I hereby certify that this instrument was filed in the Office of the County Recorder for record on
this day of 20 at o'clock M., and was duly recorded as Document
No.
Sherburne County Recorder
Line and Curve Tag Table
Line #/Curve #
Length
Bearing/Delta
Radius
Chord Bearing
Chord Length
C1
21.06
2°48'21"
430.00
N30°10'31"W
21.06
C2
72.37
4°01'33"
1030.00
S87°57'56"E
72.36
C3
82.70
4°53'05"
970.00
S86°56'35"E
82.67
C4
26.49
1°33'53"
970.00
S79°20'41"W
26.49
L1
85.34
N58°25'18"E
L2
60.00
N61°13'39"E
L3
122.77
N28°46'21"W
A I . r\ -1- 1 1 r- A i� -
-<) - Z ; ? 00 1")
\\ i 1r '
\ 0 V))Lr) r\ A r\
W (6 ' \ o ' ' ��) N00021'48"W 1327.26 _
I I
'A) rIT� I Z ZJ Z - 667.78 -��- - �- 405.71 144.56
- _
00
_
o W FD. RLS 19839 zi _ _ _ 459.26
Z 776 99 / III / FD. RLS 9626
550.27
I d. NW COR. OF THE NE 1/4 OF SEC. 36, T.33, R. 26
I O p /) N - SHERBURNE COUNTY FD. C.I.M. / / D E L I N E A T E D
I O N / ° DOC. N0. 140658 / ,
/ .�.
FD. RLS 19839 1`=' \
TTI N06°38'47"W 0 / / WET L AND �.
I I 211.92 rn� /
°
\ 0\ / 90 /
` 19839 �� \-3. 0 \
I I '.�, I I I
FD. RLS N09°28,p6.W `�� 3
� � i` r- .� .� . I rN / / /' LTJ
1\1
O 60.89 0�� ^ .N- `- " ' L 1 IN
/ / / MOST S. LINE OF OUTLOT D,
LLJ
D 9V
RIVER PARK SECOND ADDITION
-I�N ���' 1 0) / / EDGE OF DELINEATED WETLAND 1
I I CO I�S05°29'57"W , / I INSET A �j UTILITY EASEMENT ACQUIRED PER DOCUMENT NO. 154099; _ _ _ / / N18°42'24"W_ �, 1
O 159.00 I Z C% PARTIALLY RELEASED BY DOCUMENT NO. 161464 T - - - - - - f - - - - - / 31.82 I ` 00 `-
o O
CD C*4 LO
� -83.30 -
59.31 / /
Z \ FD. RLS 15233 �=3°30'11"
R=970.00 OUTLOT B / �� / OUTLOT C
,y/ C� /
CB=S3°57'54"W \`' / vi
Im
\ FD. RLS 19839 c -
I C=59.30 CP ,
E ,
FD. RLS 19839 / / � 00 L--
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69°p$ 6� 66 \ y _ _ FD. RLS 15233
Z
VICINITY MAP N FD. RLS 17255 / h / `N.
\ IA/♦ ♦ FD. RLS 17255 / 4j / L 1 J
,
Cp UTILITY EASEMENT ACQUIRED PER
TWIN LAKES PKWY
90iN LN.
` 1 r
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z
- - SITE Lon -
40
1 it
1 '
SECTIONS 25 AND 36, TOWNSHIP 33, RANGE 26,
SHERBURNE COUNTY, MINNESOTA
\ 00 -
+Aj'� ♦ 3 / / _ _ `y DOCUMENT NO. 107534; Z
\ \ _ / / - - - - - - - AND FURTHER DEFINED BY PARTIAL RELEASE -'
w 293.23 14-
-T-
��Ory V 00 a, � N00°18'17"E N07 43„ 18IIII'D ^ j / / / FILED AS DOCUMENT N0. 161464 LO -1-
It
11Z\ I l[) N12 5 l FD. RLS 17255 o / I� I
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Ff K E i._ 00 / / JJ10 LL
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Ir
01
` - ° , <' ` �♦ _ W'LY. LINE OF OUTLOT D, PARK
60 - ' `"' ' ' ~i ' '-` "' `' "' "" `-' `� 22 OJ ' RIVER PARK SECOND ADDITION
..... \ \ 1 L_ , \ 1 . L_ \ . . . !.i ���° �/I.y,• ` �++� � �` - FD. RLS 17255 /
I IV 2 / /
1 ] /
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/ 557.90 508.92
O(V0 �0' ^��``� �, ♦ i \ I\ FD. RLS 17255 _ VIII 975.81
N, N00°21'48"W 1316.92
0�'
♦
°O 4i ; ,O� k-QI it ♦'��N37°33'54"E ,
00 17.22
°V` `�
N `�-N53°19'03"W
45.28 Fe I \/ F- Fe F- / \ Ff K
t\ I V L - I\ I /-\ 1\ I\
p DENOTES 1/2 INCH BY 14 INCH IRON
MONUMENT SET AND MARKED BY LICENSE
NO. 21729.
•
DENOTES 1/2 INCH IRON MONUMENT
FOUND, MARKED AS SHOWN.
O
DENOTES FOUND COUNTY CAST IRON
�. MONUMENT.
p - DENOTES FOUND RIGHT-OF-WAY
MONUMENT.
DENOTES LIMITED ACCESS DEDICATED TO
THE COUNTY OF SHERBURNE IN THE PLAT OF
RIVER PARK.
THE NORTH LINE OF THE NORTHEAST
QUARTER, SECTION 36, TOWNSHIP 33,
RANGE 26, IS ASSUMED TO HAVE A BEARING
OF NORTH 89 DEGREES 12 MINUTES 41
SECONDS WEST.
NORTH
0 120 240
iiii
SCALE IN FEET
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
SHEET 1 OF 2 SHEETS
co
Line #/Curve #
Length
Bearing/Delta
Radius
Chord Bearing
N89005'31 "E
C5
"E o • - 83.30 -
2°16'13"
1200.00
'`0 00,6 -47.77-
R�s Nro Lcj,
47.55
6�69
/983 � -72.61-
9
V
n N
I
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I o
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13LU
4FD. RLS 15233 I d 2
lO I
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o I I to I
00 to
Z 70L
87.-44 - -� �- A=2°44'50'
,<v -
0)AFD. RLS 17255 32 81� L=46.51
-4°53'05»
1907' H
L=82.70
o �
_ LA NE
NW w
o
N81°45'13"W126.09 �L-138.54=7°5= 1000.00
p
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A=5°24'27" c�
o
CCL
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rn
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w
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L=72.37
° �. ^ w
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A=4001'33"
R=1030.00
IN
2 N
C.Br9.=S87057'56"E
I o
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�
It C.=72.36
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w
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1oL
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L-
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00 0 - - - - - -O I J a N87°47'12"W 150.77
II
o �N87°38'18"W 133.36
0 1or-------- o
MISKE MEADOWS
INSET A
Line and Curve Tag Table
Line #/Curve #
Length
Bearing/Delta
Radius
Chord Bearing
Chord Length
C5
47.55
2°16'13"
1200.00
N10°41'46"E
47.55
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
(NOT TO SCALE)
II
5
II
5
10 I I 10
-11----J L----E-
z _ `° o
�I n Irn
o r - - - - - - - - - - BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
r�1 3 o IN �' �I 2 INDICATED, AND ADJOINING LOT LINES, AND
of jr, 01 co JI 10 FEET IN WIDTH AND ADJOINING
I � 1J �I 1 JI RIGHT-OF-WAY LINES, AS SHOWN ON THE
10�-------- a I JIa11 LO c,, 11 PLAT.
10F --o f--
N86046'37"E 159.10 J zo
00 S881824 W 133.31 --_-------- �,
NI �1rn_----------� °
C\i1 , Io0 r I GD
FD. RLS 172554 I p r1 11>
DI (.0I J
NI II 1� I 7p III •b. 2 o I
I _____� D �1N I
�Ot_ - - _ _ -1 z WI cr160.28 J
I� N81°53'18 E - -
- - '° W 144.09 D - - - -1
co nor S84o 15'07 11
� I oIIN �I S86°58'30"E
�I 5 ;� � I � ; I
Zd r00I 1�IcA
72.85
3°0 01001 S85°26'49"W 216.95 ----1 F-
F, F, 72.42 I I1 56' 7-2.10
72.43 I I Nf I -
-I
II
1
co'1I 70L- ° Lo
44 I I O
0 o_
CITY OF ELK RIVER
COUNTY OF SHERBURNE
NORTH
0 60 120
iiiii
SCALE IN FEET
O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET
AND MARKED BY LICENSE NO. 21729.
• DENOTES 1/2 INCH IRON MONUMENT FOUND,
MARKED AS SHOWN.
THE NORTH LINE OF THE NORTHEAST QUARTER,
SECTION 36, TOWNSHIP 33, RANGE 26, IS ASSUMED TO
HAVE A BEARING OF NORTH 89 DEGREES 12 MINUTES
41 SECONDS WEST. (SEE SHEET 1 OF 2 SHEETS)
�o\1� `-\\ \\� 3 11 IIN IIs 1 1 w �I I I -- EDISON STREET NW
I� 6 \01 \ IN I Imo' 7 I I� 8 N1 1 9 1 N � ,--FILLMORE STREET NW
I Ir- Cn co 5
/ 0 52 \ \ \N 5 I m I l w L0 I 1 N � ,,'N
Zo� rn r , I 1 � A I I p r , I I o I , I I 1 0 , � io oa tk o ' 57"E
91 - \ c,a �� I I K o I i r N81 53
°OS - I I V) � I I 1 cr' -� i � 0 q
o (� 1 \ o 60.00
�63 63 \ \ \ \ ;�\ cs\ \ \ \ 1 i,► I I ° » I I » I I 0 » I .' i� S80°26' » i o iw
\ \ o\`� \ o 41" I p=3 52 41� L=3 52 41J=3 54 02J - - �, 6p 21 E ,�� 10 (D 30.001 \30.00 0
=62 95 00 i D1 P o 0 A=6055'28"L=124.48 58.31
N 9 g8 \ \ \ \r o $ o \ o „ I 1 N -3-5f L=62.94 L=63.31 \ ` - - �' / co
;�� o \ \ \0 3°5241) �-L=62.95 '�a� 30.00 �;�1 °5° �1 ' o o w
/ \ 1 2 ° N\�, o \ g5 �0 30.00 . _ _�� C.=281.49 C.Br9.=N89°05 40 E � R=1000.00 - N89 30'26"w�
a' / o l I �\�\ \\ 7 N\� 43'35 J L,62• 3p - _ ° - I o ° ID O Ipo
� ° ��� cn Z � I � o
_ "�A=21003'51"
p=11°55'50" O
\ ,4, 32°3713 ° v L=283.08-21 03 51 R=770.0 0 0
W / w \ 1 0�\ �'� \ D �,76�� L=512.39 R=900.00 _ c , �� ,�=208.23 o - 58.31 o 0 04
o) / N_ \ I �z \ \ \ 30 �39°56'10 o \ ' - o L=149.99 4=8 35'37" o o co O
/N LIA\ 8 \ \ 30 w 190TH AVENUE NW _
\ o / - - L=3 - - 00.00 \I 30201311 o I Z
g \\ 0\ \ '2g�, 52 L-72_52 L=72_52 24.89 R-8 w i 58.31
v o2�/ L=72., ,� 1- o »� - o L=_71.64_ o A=23°16'08" o W L=115.48
U, \ \ \ D%5 9$05 _ - w _L-74-59 „1 �p=4°46 34, I I=4 46 34 I I=4 46 34 i i=4°43'05", \\ ,' \ ^� . w
p=6 4916
/ \ \ „ �` �'-°��592 4$%� �� 4°54,43 \ \ u7 I I'� I I N I`�� rL=62.75 L=62.78 L_62.80 L=111.244„
I car 1 I ° g 1/ ,1 5,42 \ \ I l o 00 C4 1 I I I f � ►� 4°1953" �p=4°20'02" =4 20 06�7 ° 4 , ^�a 30.00
�1 �j1 \'moo c0 I I ao I I N ► N . I o , » =7 40 h C5 (P 30.00
/ \ ILp,�182�5 2 X21%„ �D'4 \ \�, I INr'� I I� I I� I IC° �I Isco ►:NI Id I IN I IN I`"o o�-ry`O oo _
EDISON STREET NW
-,A=23-29'44 _ J L' \\ �-�o 55 \ \ \ v, I I I I I I I ►� ; t K �n 1 1 "� I I °' I I "' I ,ri 60• „W
L=110.72 N� 0 90 �` \\ \ N g l m 9 I I 10 I I 11 I I 12 I jJ �' �► ° `�
cb \- \ ° \ 1 3 31 a°d- JN I Id 581535
190TH AVENUE _- oo �61i��� \� \ \ \ \w vl I I I� I IN I Io o� I ,13 � 113 I I^ I I
Ix �0 300. X025 \ \��'° \ \ �� 7 \ \ �" I I I I ° I I o I I I o) 14 I 13 15 I 1 16 I 3
p� - _ �`� i \ P o M 1 1 I CV
L-230.75 3 6 < \ \c'c�_ \\ I I o I I O I I �, ON I I I l I I° I I M I ►�
„D/1' MO p=44 0410" �6 6�2 \\ cP \
i 0 \ \ \o, 6 \ \ \� 1 1? I I� I I� I I� of l IIo 4 I I� I I�I LO
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2 F- I I I I\I I I
rn / 1157f » °3037 \c11 \ \ \ \� J �o O O -� L' --J L -L --J L-- ♦� I ♦�I I cn I V I IN L/ 1 1 N I Z/A\
L/ L/ 1 V
Oa\ 0 87 L=.! +� \cr\ \ O I I /\ I I I I I\I
L=68.87 �- \
30� f - o „ Fp=11 \ \ o 5 \ o _ 64.16 60.35 o o -►
A=11 57 30110 10 \ v`0 \ �: \ \ \ \i�'6/2$ o 59.26 59.00 60.22 2 0 0
I I 1 cnl \ \ � \•� 3. _ 66.51 L--- o o ---- o -----
73.77 73.24 7 3. 01
1 \ \ \ , N88°01'38"W 443.27 -
,tvLr) \ \ 4 \ \ V, \ \� /60 39 0 3 6� _ . _ S89°18'04"W 146.25
1?62 42
,-
LO
I I(0 co
"E
L - - 97.7 5 I 10 � I 83 � 01Cj' �0 2
- J L - - 99.44 11010 9? N69
N81 °15'5 7"yy
197.19 -
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
SHEET 2 OF 2 SHEETS
NORTH
MISKE MEADOWS
SETBACK AND LOT WIDTH EXHIBIT
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BLOCK 1
Miske Meadows
GROSS AREA
0.302
LOT WIDTH
City of Elk River
10,668
Sq. Ft. 0.245
Acres
Paxmar, LLC.
Lot 2
11,647
Sq. Ft. 0.267
Sambatek Project No.: 20460
78.1'
Total
22,315
Date: 09/22/16 Prepared by: Jason L
Acres
11,006
Development Summary- Miske Meadows
0.253
GROSS AREA
Gross Site Area:
3,013,386 Sq. Ft. 69.178
Acres
100%
Outlots
2,409,453 Sq. Ft. 55.313
Acres
79.96%
Buildable Lots
384,681 Sq. Ft. 8.831
Acres
12.77%
Park
77,087 Sq. Ft. 1.770
Acres
2.56%
Right of Way
142,164 Sq. Ft. 3.264
Acres
4.71%
BLOCK 1
13,169
GROSS AREA
0.302
LOT WIDTH
Lot 1
10,668
Sq. Ft. 0.245
Acres
87.4'
Lot 2
11,647
Sq. Ft. 0.267
Acres
78.1'
Total
22,315
Sq. Ft. 0.512
Acres
11,006
BLOCK 2
0.253
GROSS AREA
79.5'
LOT WIDTH
Lot 1
12,276
Sq. Ft. 0.282
Acres
81.2'
Lot 2
10,164
Sq. Ft. 0.233
Acres
75.0'
Lot 3
10,308
Sq. Ft. 0.237
Acres
74.7'
Lot 4
10,645
Sq. Ft. 0.244
Acres
74.7'
Lot 5
12,128
Sq. Ft. 0.278
Acres
74.7'
Lot 6
14,409
Sq. Ft. 0.331
Acres
74.7'
Lot 7
12,085
Sq. Ft. 0.277
Acres
85.9'
Lot 8
11,416
Sq. Ft. 0.262
Acres
79.5'
Lot 9
12,188
Sq. Ft. 0.280
Acres
99.8'
Total
105,620
Sq. Ft. 2.425
Acres
Sq. Ft.
BLOCK 3
Acres
GROSS AREA
Lot 14
LOT WIDTH
Lot 1
13,169
Sq. Ft.
0.302
Acres
89.6'
Lot 2
12,142
Sq. Ft.
0.279
Acres
80.5'
Lot 3
12,128
Sq. Ft.
0.278
Acres
84.4'
Lot 4
11,006
Sq. Ft.
0.253
Acres
79.5'
Lot 5
9,276
Sq. Ft.
0.213
Acres
64.7'
Lot 6
9,290
Sq. Ft.
0.213
Acres
64.7'
Lot 7
9,113
Sq. Ft.
0.209
Acres
64.7'
Lot 8
9,288
Sq. Ft.
0.213
Acres
64.7'
Lot 9
9,529
Sq. Ft.
0.219
Acres
65.0'
Total
94,942
Sq. Ft.
2.180
Acres
70.4'
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-- FILLMORE STREET NW
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190TH AVENUE NW
64.67
64.70 64.72
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CITY OF ELK RIVER
COUNTY OF SHERBURNE
BLOCK 4 GROSS AREA LOT WIDTH
Lot 1
11,350
Sq. Ft.
0.261
Acres
74.4'
Lot 2
11,742
Sq. Ft.
0.270
Acres
74.4'
Lot 3
11,043
Sq. Ft.
0.254
Acres
71.0'
Lot 4
9,718
Sq. Ft.
0.223
Acres
67.3'
Lot 5
9,436
Sq. Ft.
0.217
Acres
67.9'
Lot 6
9,387
Sq. Ft.
0.215
Acres
70.0'
Lot 7
9,516
Sq. Ft.
0.218
Acres
72.7'
Lot 8
9,756
Sq. Ft.
0.224
Acres
72.4'
Lot 9
10,205
Sq. Ft.
0.234
Acres
70.4'
Lot 10
10,592
Sq. Ft.
0.243
Acres
70.4'
Lot 11
10,681
Sq. Ft.
0.245
Acres
70.4'
Lot 12
10,460
Sq. Ft.
0.240
Acres
69.8'
Lot 13
9,869
Sq. Ft.
0.227
Acres
65.4'
Lot 14
9,653
Sq. Ft.
0.222
Acres
64.7'
Lot 15
9,256
Sq. Ft.
0.212
Acres
64.7'
Lot 16
9,140
Sq. Ft.
0.210
Acres
64.7'
Total
161,805
Sq. Ft.
3.715
Acres
OUTLOT GROSS AREA
A
906,993
Sq. Ft.
20.822
Acres
B
954,195
Sq. Ft.
21.905
Acres
C
548,265
Sq. Ft.
12.586
Acres
Total
2,409,453
Sq. Ft.
55.313
Acres
Park
GROSS AREA
PARK 77,087 Sq. Ft. 1.770 Acres
Total 77,087 Sq. Ft. 1.770 Acres
Right of Way GROSS AREA
MULTI ROW 142,164 Sq. Ft. 3.264 Acres
Tota 1 142,164 Sq. Ft. 3.264 Acres
Total Site
GROSS AREA
Buildable Lots
384,681
Sq. Ft.
8.831
Acres
Outlots
2,409,453
Sq. Ft.
55.313
Acres
Park
77,087
Sq. Ft.
1.770
Acres
Right of Way
142,164
Sq. Ft.
3.264
Acres
Total
3,013,386
Sq. Ft.
69.178
Acres
-- EDISON STREET NW
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EDISON STREET NW
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
Resolution 16-____
A Resolution of the City of Elk River Granting Final Plat Approval for
Miske Meadows
Case No. P 16-08
WHEREAS, application has been made for final plat approval, pursuant to Section 30-374
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, a preliminary plat of the Property was approved by the City Council on May
16, 2016; 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
1. It is hereby determined by the City Council for the City of Elk River as follows:
A. The proposed subdivision is consistent with Chapter of 30 of the City Code
of Ordinances and conforms with all of its requirements.
B. 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 Plan.
C. 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.
D. 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.
E. The proposed subdivision will not cause substantial environmental
damage.
F. The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
G. The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property, subject to the conditions set
forth in attached Exhibit B.
3. 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.
4. 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.
5. This final plat approval shall expire two years from the date of this resolution if the
final plat is not recorded within that time.
Passed and adopted this 17th day of October, 2016.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
EXHIBIT A
LEGAL DESCRIPTION
Outlot D, RIVER PARK SECOND ADDITION, according to the recorded plat thereof,
Sherburne County, Minnesota.
EXHIBIT B
CONDITIONS OF APPROVAL
1. Staff approval of updated plans and final plat reflective of changes to the Preliminary
Plat.
2. A developers agreement be prepared and executed outlining the terms and conditions of
the plat approval prior to releasing the Final Plat for recording.
3. Deferred assessments from the installation of trunk utilities shall be paid for 12.095
acres. (currently $80,555.98 through November 30, 2016)
4. Park Dedication shall be paid with a combination on land and cash. The land will be
dedicated with a future addition, and the cash is due at the time of final plat recording.
5. Surface Water Management Impact Fee be paid in the amount required by the city at the
time the Final Plat is released for recording. (currently $226/ lot)
6. Water Availability Charge shall be paid in the amount required by the city at the time the
Final Plat is released for recording. (currently $335/ plumbing unit)
7. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of
the public improvements.
8. Upon completing all of the improvements, and having them accepted by the city, a
security or warranty in a form acceptable to the City Engineer will be secured.
9. A development plan shall be approved by the City Engineer prior to the issuance of
building permits.
Any item or condition found that indicates the site is likely to yield information
important to pre-history or history shall be reported to the city immediately. Further, the
city reserves the right to stop work authorized in its approval until the site is
appropriately investigated and work is authorized.