HomeMy WebLinkAbout#5123-variances/approv. site plan-2004 �, .
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RESOLUTION OF THE CI�TY COUNCIL
��`9kESi3�g'�G NO. a�7 � �
A RESOLUTION GRANTING VARIANCES
AND APPROVING A COMMERCIAL SITE PLAN AND
APPROVING THE ISSUANCE OF A BUILDING PERMIT TO
MINNETONKA A-1 RENTAL
FOR THE PROPERTY LOCATED AT
3607 &3609 SHORELINE DRIVE
PER MUNICIPAL ZONING CODE
SECTION 78-1288 & 1468
FILE NO. 03-2923
, WHEREAS, Stevan J. Wagner and Debra J. Wagner, husband and wife
(hereinafter "the applicants") are the owners of the property located at 3607 Shoreline
Drive within the City of Orono (hereinafter the"City")and legally described as follows:
• The West 250.00 feet of the East 350.00 feet of Lot 7, Block 7, Townsite of Langdon
Pazk, Hennepin County, Minnesota
(hereinafter the"property"); and
WHEREAS, the applicants have made application for building permit
approval per Orono Municipal Zoning Code Section 78-642 for a 1;770 s.f. expansion to
� an existing building including approval of the following variances:
1. Municipal Zoning Code Section 78-1468 to allow the existing pole sign to be
re-faced and remain at the substandard setback of 8' where 10' is required.
2. Municipal Zoning Code Section 78-1288 to allow 34,349 s.f. (71.3%) of
hardcover where 16,825 s.f. (35%) is allowed and 35,030 s.f. (72.75%)
currently exists.
WHEREAS, all property owners within 350' of the property boundaries
were legally notified of the public hearing on this project; and
WHEREAS, the Orono Planning Commission reviewed this
comprehensive application at public hearings held on October 20, 2003 and January 20,
2004, at which time all members of the public wishing to comment on the project were
given the opportunity to speak thereon; and
•
Page 1 of 6
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3 C ITY of ORONO
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��� �G�' � RESOLUTION OF TH�E�C�TY�COUNCIL
`9kESi3�g' NO. .
WHEREAS, on January 20, 2004 the Orono Planning Commission
recommended approval of the development plans per the commercial site .plan, building
elevations, stormwater, drainage and erosion control plans, and landscape plan attached
to this Resolution within Exhibit A; and recommended approval of variances for the
project; and
WHEREAS, the City Council has reviewed the recommendations of staff,
Planning Commission, and City Engineer as well as the comments by the applicants, the �
applicants' representatives, and the public, and hereby makes the following findings in
regard to this application:
FINDINGS
1. This application was reviewed as Zoning File#03-2923.
� 2. The property is located in the B-1, Retail Sa1es Business District, which
requires a minimum lot area of 20,000 s.f.
3. The Planning Commission reviewed this application at public hearings
held on October 20, 2003 and January 20, 2004 and recommended
approval of the commercial site review and variances based on the
following findings:
a. The use of this property as an equipment rental business is a
conforming use allowed in the B-1 Retail Sales Business District.
b. A variance is required in order to update the existing pole sign as it
currently encroaches 2' into the required front yard setback.
c. A hardcover variance is required as the building addition is proposed
to be constructed over existing concrete hardcover, however, the
nature of the hardcover will change from driveway hardcover to
structural hardcover.
d. The City's Engineer, Tom Kellogg, has reviewed the submitted storm
water improvements and the submitted drainage calculations and has
deemed them acceptable.
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�',� G'�' � RESOLUTION OF THE CITY COUNCIL
��kESII�g'� NO. � � � �
e. The MCWD has reviewed this proposal and has made the following
recommendations with regard to storm water and erosion control on
the site:
i. The proposed project requires Best Management Practices
(BMP) and rate control to fulfill the stormwater management
requirements of Rule N. The applicants' proposal to convert a
3' wide area along the West property boundary from gravel to
MN wild grasses and the installation of a rock drain with a
skimming structure has been deemed adequate.
ii. The applicants are to install erosion control measures
. consisting of a silt fence for the site during construction.
4. The Minnesota Pollution Control Agency has granted the applicants an
� Industrial Storm Water Permit and the applicants have submitted to the
PCA a Storm Water Pollution Prevention Plan(SWPPP).
5. The City Council has considered this application including the findings
and recommendation of the Planning Commission, reports by City staff,
comments by the applicants and the public, and the effect of the proposed
variance on the health, safety and welfare of the community.
6. The City Council finds that the conditions existing on this property are
peculiar to it and do not apply generally to other property in this zoning
district; that granting the variance would not adversely affect traffic
conditions, light, air nor pose a fire hazard or other danger to neighboring
property; would not merely serve as a convenience to the applicants,but is
necessary to alleviate a demonstrable hardship or difficulty; is necessary to
preserve a substantial property right of the applicants; and would be in
� keeping with the spirit and intent of the Zoning Code and Comprehensive
Plan of the City.
CONCLUSIONS, ORDER AND CONDITIONS
NOW, THEREFORE BE IT RESOLVED that the City Council of
Orono, Minnesota hereby approves the commercial site plan, building elevations, and
landscape plan referenced above and approves the variances to Orono Municipal Zoning
� Code Sections 78-1288 and 78-1468 based on the unique findings and hazdships noted
Page 3 of 6
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�� C ITY of 4RON0
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RESOLUTION OF THE CITY COUNCIL
��`q Og'�G NO. �
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� above; and approves the City's issuance of a building permit for the proposed building
expansion, subject to the following conditions:
1. Council approval is based on the site plan and attachments submitted by the
applicants and annotated by City staff, attached to this Resolution as Exhibit A.
Any amendments to the site plan which are not in conformity with City codes will
require further Planning Commission and City Council review.
2. Hardcover in the 500'-1000' zone shall not increase above the 71.3%or 34,349
s.f. per the proposed plan and hardcover allowance summary as depicted within
Exhibit A. Applicants are advised that any future requests to increase hardcover
or change the nature of existing/approved hardcover shall require City approval,
and increases in hardcover will not likely be approved without concurrent
reduction in existing hardcover.
� 3. Applicants shall remove all plastic or fabric liner material from the decorative
landscape beds on the property to ensure their permeability as non-hardcover
surfaces.
4. Erosion control measures including the silt fence per the City Engineer's
recommendations must be installed prior to the issuance of building permits from
the City.
5. Required stormwater control measures, including the proposed rock drain and
vegetative buffer strip, and all other improvements recommended by the City
Engineer, must be installed per the approved plans (attached as Exhibit A)prior to
issuance of the Certificate of Occupancy.
6. Required removals of structure and hardcover shall be completed prior to the
issuance of the Certificate of Occupancy.
7. Required compliance with Orono Municipal Code 58-1(a) Maintenance of Private
Property will be achieved prior to issuance of the Certificate of Occupancy.
8. Authorities granted by this resolution run with the property not with the
applicants,but are permissive only and must be exercised by obtaining a building
permit for the new construction within one year of the date of Council approval,
or the variance will expire on that date(March 8, 2005).
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RESOLUTION OF THE CiTY COUNCIL
��`9kESI3�4�G NO. ,�.� � �
9. Violation of or non-compliance with any of the terms and conditions of this
resolution shall constitute a violation of the zoning code, shall automatically
terminate any authority granted herein, and shall be punishable as a misdemeanor.
10. The undersigned applicants have read,understood and hereby agree to the terms
of this resolution and on behalf of the applicants and the applicants' heirs,
successors and assigns,hereby agree to the recording of this resolution in the
chain of title of the property.
Adopted by the Orono City Council on the 8�'day of March, 2004.
ATTEST:
_ � `/ _ .
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inda S. Vee, City Clerk Barbara A. Peterson,Mayor
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,
rope y er s
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me on this 8�'day of March,
2004 by Barbara A. Peterson, Mayor of the City of Orono, a Minnesota municipal
corporation and said instrument was executed on behalf of the City.
� •�� s�,d��-� E"�''`
�;� �an�'c� r fs� �'�.�;�.:
;��.�s?x�'�at�a-��?�n�����►_U;. ����t,,� ; -
` ' r � ' �:�'� Not Public
.; �1t�::�d���'�[M��), �. _
����.�°___,;���--f,_.�.._.,:- �
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CITY of ORONO
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RESOLUTION OF THE CITY COUNCIL
`�kEsK�4 NO. ffi �, � �
STATE OF MINNESOTA '
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me on this ��+�day of
M0�-��- , 2004 by Linda S. Vee, City Clerk of the City of Orono, a Minnesota
municipal corporation and said instrument was executed on behalf of the City.
RACHEL DODGE
T�y t'1�-. t �.f
:.�`��� NOTARY PUBLIC-MiNNC:,OTA �-�� ���`��
�r'�.^`< '
,� ' N►y Commisswn Expires Jan.31,2005 � Notary Public
�
State of Minnesota )
) ss.
County of Hennepin )
� This instrument was acknowledged before me this ��"day of rn��'C�- , 2004
by Stevan J. Wagner, husband of Debra J. Wagner.
�.�:�:...
'�� `��� RACHEL DODGE �p�_�__�A�Q �vGe-
,
�'t � � � NOTARYPUBLfC-MINNE;,OTA
��'� ', ,: ��y Commission F�cpires Jan.31,2oos Notary Public
u.�----r,��a-��..
State of Minnesota )
) ss.
County of Hennepin ) •
This instrument was acknowledged before me this �o day of �� , 2004
by Debra J. Wagner, wife of Stevan J. Wagner.
1
, =::e°�."�•. RACHEL DODGE Notary Public �
�;� NOTARY PUBLIC-h7lNh'!:;OTA :�
� Aty Gcmmission Expires Ja�i 3;,?;35 ,
� . : . -- �_...__. . , .
Page 6 of 6
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' � HENNEPIN COUNTY, MfNNESOTA � �, � �
SHORELINE DRIVE . Exx�BI�r� I
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FROM � GRONBERG & RSSOCIATES FAX N0. : 952 473 4435 Feb. 23 2094 02;47PM P2
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FROM � GRON�ERG & ASSOCIATES FAX N0. : 952 473 4435 Feb. 23 2004 02:47PM P3
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• QLt1.Ck TR-5S Ver. 5 .47 S/N: .
Executed: 16 : 07 : 08 02--16-2004 �
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A-1 MINNETONlCA RENTAL
After Conditions
z � �
RUN�FF CURVE NUMSER DATA
Camposite Area:
p,R'�'A CN
SURFACE .DESCRIPTION (aCres)
Existing Buildings 0 .10 98
' Proposed Addition 0 . 01 98
Existing Hlacktop/Concrete 0 .25 98
� . Additional Blacktop/Concrete 0 . 00 98
Gravel, C SvilS,future blacktvp 0 .48 98
Grass, C Soil.s 0 .3� 79
• COMPOSITE AREA ---> 1.15 92 .9 ( 93 )
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . .
� . .
FROM : GRONBERG & ASSOCIATES FAX N0. : 952 473 4435 Feb. 23 2004 02:48PM P4
� ��� �
. � � 23
�k TR-55 Version: 5 .47 S/N: Page 1
Return Frequency: � `�`1� years
TR-55 TABUL�IR �3YDROGR.APH METH�D
Typ� zz. Distribution
(24 hr. Duration Storm?
Executed: 02-19-2004 10 :54: 38
Watershed file: --> M� .M�P
Hydrograph file: --> MRA7. •xY�
A-1 M=NNETONK� RENTAL
After Conditions
»» Tnput Pararneters Used to Cornpute Hydrograph <«<
-------------------------------------*_--_-------�_
Subarea AREA CN Tc Tt Precip. Runoff Ia/p
^Description� (acres) (hrs} �hrs7 (in) � (in) __input/used
--------------------1.15----93 .0 r p 20---�� . 00----2 .35 � ]. -6�: I- 06 .10
* Travel time fram subarea outfall to composite watershedyoutfall �point.
- Svbarea where user specified in.terpolation between Ia/p ta�les:� �
� Tota1. area = 1.15 acres or 0 .00180 sq.mi
� Peak discharge = 2 cfs
»» Computer Modifications of Input Parameters ««<
--------�----------------------------------�-_-- -
Input values Rounded Values za/p
Subarea Tc * Tt Tc * Tt Ynterpolated =a/P
Deacription (hr) (hr) (hr) (hr) (Yes/rto) Messages
---w-------------�-17---"O . OD-----0 .20 �__0_00______-No----`Cornputed Ia�p < .l
* Travel ti.me from subarea outfall^to'campo�Yte watershed outfall point.
�
FROM � GRONBERG & ASSOCIATES FRX N0. : 952 473 4435 Feb. 23 2064 62:48PM P5
. ,�3• �
�'Ck TR-55 Version: 5 .47 S/N: Page 1 � .� � �
Return Frequency: 10 years
� TR-5 S 'Y'AStJL11R HYDROGRAPH METHOD
Type 2I. Dis�ribution �
� (24 hr. Duration Stonn)
Executed: 02-19-2004 10:54:38
watershed file: --> MRA .MOP �
Hyd=ograph file: --� MRAIO .HYD
A-1 MINNETONKA RENTAL �
After Conditiong
»» Input Parameters Used to Compute Hydrograph ««
------------------------�--_------------------------------------------�- --
Subarea AREA CN Tc * Tt Precip. I Runoff za/p
Description (acres) (hrs? (hrs) (in) (in) input/used
----------------------------------------------------
1.15 93 . 0 0 .20 0 . 00 4.15 � 3 .37 Z.04 .1D
r* Travel time from subarea vutfall to composite watershed outfall point.
I -- Subarea wh�re user specified interpolation betw�een Ia/p tables .
• Total area = 1.15 acres or 0 . 00].80 sq.m�.
Peak discharge = 5 cfs
�»> Computer Modifications of Input Parame�ers c<«<
______..___-------input values Rounded �'alues Ia/p
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Description � (hr) (hr) (hr) (hr) (Yes/No} Messages
-----------------0 .17 ^ 0 . 00-----�-20 y 0. 00----r--NO-----Computed Ia/p < .1
�yTravel time from subarea outfall to composite watershed outfall point.
�
FROM � GRONBERG � ASSOCIATES FAX �I�. : 952 473 4435 Feb. 23 2004 02:49PM P6
. I-`�. �
�k TR.-55� Version: 5 .47 S/N: . Page 1P i� � � �
izeturn Frequency: � 10 o year's
TR-55 TABUF� HYDROGRAPH METHOD -
Type I2_ Distribution
(24 hr. Duration Storm) -
Executed: DZ-19-2004 10 :54 :38
Watershed file: --> � .MOP
Hydrograph file: --> MRA100 .HYD
A-1 MINNETONKA RENTAL �
After Conditions
»» Input Parameters Used to Compute Hydrograph c«<
---Subarea ^------AREA -----CN ---- 'z'c * Tt Precip. I Runoff Ia/P
Description (acres) (hrs) (hrs) (�n) (ia) input/used
----�r-----w------�'1.7.5 ---93 .0----0.2� + 0 00 5 . 95 � 5 .1� Z.03 .10
---------------------------------------------- �
* Trave]. time from subarea outfall to camposite watershed out�all point.
- Subarea where usez specif ied interpo�ation between =a/p tables.
� Total area = 1.15 acres or 0. 00180 sq.mi
peak discharge = 7 cfs
______.._____'_'_'_'_Cornputer`Modifications_of_Input-Parameters_««<_____`___,____
Input Values Rounded Values za/P
Subarea Tc � Tt Tc * Tt Yntezpolated Ia/p
Description (hr) _ (hr) (hr) (hr) (Yes/No) Messages
--------------�-----�---
�_------------------------------
o .17 O .00 0 .2� 0 .00 No Computed Ia/p < .1
* Travel time`from subarea outtall to composite watershed outfall point.
•
�� ° -TvWNSiTE vF I.A��JON
- 1'( � � Rt��S�r� �03 �-zq-o
� � ll_�1t.L)COVLI: C:ti CULATIUN WO�SHLE'I' a�'�Z��
� � SETD,�CTC Z01'E: (CLI:CLG 0\`E) 0-75' 75-25U' 250-SOD' S00-1000' •
' EXISTI7YG HAR7COVEI: f\ 7.0\^ � � 6'9� �
A. N�se � _ . S.F. ��
EXiSTINE� _.-;�: «,a_� t��a�2T�
- I'.UI�Din��S x = Z� Z$. S.F.-(3vi�.pluC�
.._.� ._ > ° i 'J 7 S S.F.-EAST t3�OF
z4; 3 , � �Z.s - 30� s.F. -sM�i�.c..
. . [�vi e.a��� ,
� B. Gz�e;e � 2 x Z = �} • S.F.-c.�s��.St6N �SE
wFS7 oF C. Dri�•e�v��' . � = 7607 f��.au��op .
��T n1ri:, �� 317-Nc.;�;o�r�„��u �•13 bZ-@Erwi.Fa.t �Fb_no T.�� = 2�1¢ S.F.-Gor�cRFTF
SouTJ�pF � B �
=957 Btp� D. Sidewalk x = �,Q' S.F'SrOE �OP/GVNI,
�Uh l.I L
.� ' = S.F.
E. P�tio/Deck x = 172 S.F.-Q�IG f STt►�$
•-- . . : • x = S.F.
F. L .csca x = I7.77� S.F.-6R'`��EL
Un er�in x = a—+ S.F. �R�vEw,�Y
.... By �stic i3i� -�%�•�"� 'v£ a�2auE�asNwcoR ric.�_73� = 213o S.F.-ADDrtlarr,�L
O a ic w:�tF+-os dLOCi �RwtiZ, qT Ga2 8 G,�AV�L
5� �i=�7
G. O�her x = � S 3 S.F.-Gohtu2E7 E
. W�1 LL5
:'C':r,i,._?,�CO�:=:t P.�t ZO�= - 3 5 o3v S.F. A
- TOT?�L.�:�.�P�it'C':?.lLz:ti'ZO� - 48. 1 SO• S.F. B'
... A - B � I�0 = 72.75 %
PROPOS�D H.4RBCOVLR iti'LO\'E' ' ..
' A. Ho�se x = S.F.
.. :�:;��i: , w�a:;, PRo�ED
� x = � 4b5 S.F. r
x S.F. '`�D�T(or�-c-,����I
_ . x = -{- '7{� S.F.-AD01'7rOr►,C; L
B. Garage � = S.F, N� E�+N� .
C. Driveway x = �3b2 S.rrEcRkvEl RF�vEC
,_... . � _ • S.F:..
D. Si�e�valk x = S.F.
x = S.F. •
E. Pacio/Dec.l• x = S.F.
. ' — �' • = S.F, ' .
F: Lar.dscapc � � = S.F.
U�cerlain x = S.F.
- . B}'Pla��ic � _ = S.F.
Or Fabric •
G. O�her • x � = S.F. ..
._. . T��:'.z.[�.r:`.•CO`!��N ZON� 35�030 � Z1= - —3�5�-�0�_S.F. A
TOT„!P i�?c12TY,;lZ?�!:ti ZOl`'E . - . �+H ►SO S.F. B
A - B � x 1C�� _ �'L.-1 F %
. � . ..
. . � � �s��� � � �t$�,� ��- ��
. - --- � � � �
Size Disc T�le Yr 2009
'x12 B08CAT TRAILER#3 T10006332 85 CTK7425
�4 BOBCAT TRA(LER#4 G 0440K032 80 CTS8402
BOBCAT T�AILER 553
7 x 12 •EXCAVTOR TRAlLER . '
6x16 CAR TRAILER #3 G21800556 91 � CTC1741 . •
TOW DOLLY DETH 94 30 0 94 G12138 �
TOW DOLLY
TOW DOLLY
FISHHOUSE TRAILER tiM 87 3000 87 C35126 �
FISHHOUSE TANDEM TR G12137
BIKE ALUMA 6 x 10 1YGUS121616001619 1 H65322 .
Sx10 DITCH WITCH TILT HD G0480F178 87 CTW7902
3x4 KWIK TRENCH •
3x4 KWIK TRENCH 149FS0817K1140266 95 B52887 �
3 x 4 TILLER 9 HP TRL 2003
4x10 LADDER TRAILER 2001 J1'(953
3x4 EQUIPMENT TRAILER K21906019 86 E78166
3x4 EQUIPMENT TRAILER K21906017 86 A16042
x5 EQUIPMENT TRAILER GQ480F190 94 G65951
;5 EQUIPMENT TRAILER G0480F191 94 E78168 ' .
4x5 EQUIPMENT TRAILER G0480F192 94 E78167
CABLE PONTOON TRAILER . G2150E207 • 92 H32604
NARROW PONTOON TRITON 4►CSP1226WHN22008 98 h58498
NARROW PONTOON TRITON 4TCSP22401 HN24593 1 H65323 .
4x8 MOWER TRAILEFt OLD CAT V13904280 84 J11948
8x8 SNOMO TRAILER H33901574 79 G49809
4x4 .REESE BACKPACK 4ZoKC0816VG000703 97 G49-811 ,
• 4x4 REESE BACKPACK 4Z�KC0818VG000704 97 G49-810
* .
4x8 FLOE SGL SNOMO E78-210 �
4x8 FLOE SGL SNOMO . 4LsT30815TH000580 96
�
8x10 FLOE DBL RAMP GC—".80K247 93 C51704
8x10 FLOE DBL RAMP � �
�
8x18 FLOE QUAD RAMP GC�80K248 94 C93874
�x20 FLOW QUAD RAMP GC�oo0M363 OQ C93853
x8 UTILITY TRAILER �3-58-1500 58 G12-136
�x10 UTILITY TRAILER �3-63-1500 63 G12-137
*
...��.,�.,�. � �Y��„V�. L. ,.L �
�CEMENT MIXER GAS x 2 � �
DOCK BARRELS x 6 ��� Z
PARKING LOT SWEEP
ENGINE HOIST x 2 .
• BOBCAT x 2 753
• BOBCAT x 2 �53 '
DINGO SKID
BOBCAT BUCKETS x 4 �
BOBCAT AUGER HEADS x 2
BOBCAT AUGERS x 4
TRACTOR ALMAND
EXCAVATOR �
TRACTOR RIDING LAWN x 2
POWER POST AUGER TR x 2 �
BLOCK SAW w/TRL �
CHIPPER x 3
�
LOG SPLITTER X 3 �
AERATOR TOWABLE
TRENCHER x 2
WHEELBARROWS x 4 •
GRILLS 3" x 5
GRILLS 5" x 2
• SIGNS 3X6 x 4 �
DUNK TANK
CHAIR WASHER
•
L V �J V 1 V 1 1 l�► V z`-i U 1 V lJ + 1 �c�
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, � + " � `��' FLOOR 33.7
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of Lot 7 , Block 7, Townsite of Langdon Park.
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