HomeMy WebLinkAbout2012-00241 - retaining wall � � CITY OF ORONO * Z 0 1 2 - 0 0 Z 4 1 *
2750 KELLEY PARKWAY DATE ISSUED: 04/03/2012
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 2320 GLENDALE COVE LA
PIN : 34-118-23-33-0064
LEGAL DESC : GLENDALE COVE
: LOT 005 BLOCK 001
PERMIT TYPE : ZONING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL<4 FEET
ACTIVITY : O/S GENERAL
NOTE:
RETAINING WALL CONSTRUCTION&CHANGG IN SIDEWALK LOCATION
NO rSCROW REQU[RED PER CM
APPLICANT
RETA[NING WALL<4' S0.00
B BUTTERFIELD LANDSCAPE ENG[NEERING REVIEW COSTS
3925 WATERTOWN RD TOTAL 50.00
ORONO, MN 55359
(952)473-3712
OWNER
NOZNESKY,JUSTIN& SARA
2320 GLENDALE COVE LA
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be perfonned according to
the approved plans and specitications,applicable City approvals,and the
State Building Code. "rhis permit is for only the work described and does
not grant pennission for additional or related work which requires separate
permits. All provisions ot�laws and ordinances governing[his type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
� commenced within l80 days of the date of issuance,or if construction is
suspended for a period of]80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspec[ions are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
/ / / /
Applicant Permitee Signature Date Issued By gnature ate
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED AB E.
� City of Orono
. �,
` ,~- Zoning Permit Applica#ion
Mailing Address: Permit number: O � —�� a �
.Q,Q JI� PO Box 66 Date received: � " O'� —��
Y �`V Crystal Bay, MN 55323-0066
Q _ Q Escrow#and
�" ..m Street Address: amount:
'� ' �" 2750 Kelley Parkway Permit Fee:
�t�t " '3 �p�� Orono, MN 55356 A roved b :
9kE3H�4' PP Y
- Fax: 952-249-4616 Notes:
Main: 952-249-4600 �ci orono.mn.us
This application form must be cgmpl�et-e`d�in�fu�l�l and al1 required information must be submitted. (Please pnnt.)
Job Site Address: ��.�Q n �,,pvE,. l�N� LONC._-� (;,��� (�N .
CONTRACTOR I A ICANT INFORMATION:
Name: �..
Phone: Fax:
Address: Cit : hst� ZIP: 53
Contact Person: ContacYs phone number �'��-?3^`3�..�.a--
�
Email Applicant is: Contractor Homeowner (Circle One)
PROPERTY OWNER INFORMATION:
Name: `�t,�S'C''l�J �1oZt�t'cS�T
Phone (day): (�� ��J�,�'�''�'
Mailing Address: ���5 G�tiS�R-u�'1 o N ,4�(.')CJ . Z�P:
Email and/or Fax
Overall Project Description: ��,ar� �� �� t.�,J f�iv��-�n�
CBoxk TYPE OF PERMIT COST*
Dock, Residential— Permanent dock on any lake or initial seasonal dock not on $50 + engineering review costs
Lake Minnetonka ermane t dock re uires CUP
Dock, Commercial $50+ engineering review costs
Escrow for erosion c rol and en ineerin review costs $2,000
Driveway Permit(Mew or Replacement) No charge
Also re uired is a Minor or Ma�or Land Alteration Permit
Land Alteration, Major(grading, filling, or excavating) more 500 cubic yards or $50
more than 10 cubic yards in lakeshore setback (also requires CUP)
Escrow for erosion control and en ineerin review costs As determined b CUP
Land Alteration, Minor(grading, filling or excavating)—500 or�ess cubic yards $50+ engineering review costs
outside of lakeshore setback or less than 10 yards in lakeshore setback
Escrow for erosion control and en ineerin review costs $2,000
Retaining Wall measuring under four feet require a zoning permit. $50+.�ee�
, Retaining walls measuring more than four feet(from bottom of footings to top of ��,�
wall) require a building permit. (Tiered retaining walls are considered one wall
unless the walls are separated by twice the height of the lower wall.)
Escrow for erosion control and en ineerin review costs �
Stairway to Lake (New or Replacement) $50+ engineering review costs
Escrow for erosion control and engineering review costs $2,000
Structure Permit for other structures not requiring a building permit but $50+ engineering review costs
regulated by the zoning code (including, but not limited to accessory building of
less than 120 square feet, detached deck or platform and sport court)
Escrow for erosion control and en ineerin review costs $2,500
Tree Removal or other ve etation removal in 0 to 75 foot zone No char e.
(over)
*Permit fee will be collected at
the time the permit is issued.
Updated: December 30, 2011
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Applicant agrees to provide all information required or requested by the Planning Department; � _ •
"� ,
• Owner agrees to pay the City of Orono for engineering consultant review costs where applicable;
• Applicant certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant
recognizes that they are solely responsible for submitting a complete application being aware that upon failure to
do so, the staff has no alternative but to reject it until it is complete;
• Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner;
• Some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to
the subject of the data. Confidential data is information which generally cannot be given to either the public or the
subject of the data. Our purpose and intended use of this information is to annually update our records and records
of other governmental agencies required by law. If you refuse to supply the information, the application may not be
issued.
The undersigned certify that the information su plied is rue and correct to the best of their knowledge.
Applicant's Signature: Date: o �}-^Q�C�'�
Property Owner's Signature: Date:
SUBMISSION REQUIREMENTS: Except far tree removal permits, all permits
TYPE OF PERMIT: require a completed application form, escrow agreement (signed by the property
owner) and escrow check from owner, two copies of all plans, and three copies
of all grading plans or surveys/site plans
Dock, Residential Seasonal Dock-survey showing proposed dock
Permanent Dock- plans as approved by CUP and copy of LMCD permit
Dock, Commercial 1. Structural plans for the dock
2. Survey showing the proposed location of the dock
3. Copy of LMCD permit
Driveway Permit 1. All Minor or Major Land Alteration Permit requirements
2. Hardcover calculations, existing and proposed
3. Driveway plans
Land Alteration, Major 1. Plans as approved by Conditional Use Permit
2. Erosion control plan or copy of MCWD Erosion Control Permit
Land Alteration, Minor 1. Grading plan including existing and proposed contours
(Less than 10 cu.yds. within 75' of 2. Amount of fill to be imported and/or exported and haul route
lake or less than 501 cu.yds 3. Amount of earth to be moved around on site
elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit
Retaining Wall 1. Plans for wall(s)
2. Unless repair or exact replacement of existing wall, submit an updated survey with
grading plan including existing and proposed contours
3. Hardcover calculation worksheets if in shoreland district
4. Erosion control lan or co of MCWD Erosion Control Permit
Stairway to Lake 1. Construction plans for stairway, including footings
2. Topographical survey of property with proposed stairs shown
3. Erosion control plan or copy of MCWD Erosion Control Permit
Structure Permit 1. Plans for structure.
2. Survey of property with proposed structure shown and with setbacks to property
lines, other structures on property and the septic system indicated. The general
location of any sewer and water services should be shown if applicable.
3. Grading plan if grading is required
4. Hardcover calculation worksheets if in shoreland district
5. Erosion control lan or co of MCWD Erosion Control Permit
Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan/
mana ement lan required for clear cuttin , buckthorn or other intensive ve etation removal.
Updated: December 30,2011
�
Christirre Mattson
From: Jesse Struve
Sent: Tuesday, April 03, 2012 12:55 PM
To: Jesse Struve; Christine Mattson
Subject: RE: 20120403 2320 Glendale Cove Lane
I have review the retaining wall and change of sidewalk application with plans dated 9/26/11. The application is
complete from an engineering standpoint, but if the retaining walls end up being over 4' in height, the applicant will
need to submit engineering design drawings for it.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661 - Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
1
..
� Plan Review Checklist for Zoning Permit Applications
Address: ��JG—�J �\�,�V�1J��v �.S�f v� V���
Description of work: �� � �� I �i��1"'
Type of permit: �;� �
Zoning review by: � Date Approved:
Grading review by: � Date Approved: /.�
Other Review, Reviewed by: Date Approved:
Zonin :
Zoning File#: Resolution#: Resolution Date:
Lot Area: , G � �, C Width: Depth:
0
Survey Submitted? es 0 No Date of S rve :
� � - �
Existin Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Proposed Setbacks:
Front e) Rear(S et) ( N S �E� W ) ( N S E W� Other Buildings Wetland
� Side Side
�- � �p�
��I
C C C 53�
Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff
❑ Yes � No �/A � Yes o
� Yes �0 0 Yes No 0 N/A
Permit Number: Setback:
Hardcover Zones Existin Proposed Variance Re uir CUP Require
0-75' 0 Yes No � Yes No
75-250' Type(s): Type(s):
250-500' Zoning File#: Zoning File#:
500-1000' t Resolution #: Resolution #:
Created: March 29,2011
z:\forms\plan review checklist for zoning permit applications.docx
Planning Review Checklist for Zoning Permit Applications ,• '
Page 2 of2
Cubic Yards
�n Out Total
Haul Route? ? 0 Yes � No
Explain haul route in detail:
Fees to be Charged Amount Orono Inspections Required
Permit Amount
� Site
Escrow Amount � `�,�' ^ 0 Hardcover Removal
�Jl��t��!/' �% � �� '� Z�� 1 ❑ Footing
Signed escrow received? 0 Poured Wall
As-Built Survey
0 Yes � No 0 Planting Plan
� Wetland
Escrow amount received? p�f 0 Final
��� 0 Other(specify)
0 Yes � No
Engineering review needed?
'�Yes 0 No
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
, ' �, ��� 'l t �1 ��� �F ,�� �(,1,� ' 1 ��
,
1` �� .5 } � �—
Created: March 29,2011
z:\forms\plan review checklist for zoning permit applications.docx
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED -��-
PERMIT NO. COMPLETED ��'�
ADDRESS Z��� �C c�/v(�A(k-r C�v�-Q
OWNER TELEPHONE NO.
CONTRACTOR
�: DESCRIPTION
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
�OURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
O � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC F�NAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
� ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the nex ' pection 24 hours in advance. �95Z� 249-46�0
OwnerlContrac r it
Inspect .
Whiie Copyllnspector's File Canary CopylSite Notice
,
�` LEGEND REVISIONS
MISC.REVISIONS
10-17-11 JML
���� . � MISC.REVISIONS
�o DENOTES RETAINING WALL $ DENOTES SANITARY MA ,o-ze-„aM�
CITY COMMENTS
30 15 0 15 30 60 � � DENOTES ITYDRANT REVISIONS 10-31-11 JML
TW DENOTE. TOP OF RETAINING WALL FouNoaTiotinse�i�r
11-21-11 DBP
c DENOTES CATCH BASIN REVISEOPERCITY
SCALE IN FEET BW DENOTE. BOTTOM OF RETAINING WALL � COMMENTS 12-20-11 DBP
� 1 aE��Eo sEoewA K o�ze-�z.nu�
�A` �� I OO DENOTES STORM MANHOLE
�V
/ CjO� � City of Orono I � DENOTES STORM APRON
� �Np p,L Planning&Zoning Plan �ev�,��W p DENOTES IRON MONUMENT U o
G� 004.4 �� �
. O 1 SitE Pian Review Date: I -3 �� { , DENOTES EXISTING ELEVATION NORTH z �
`� � 6'�� I �. PRROVEn I (000.0) DENOTES PROPOSED ELEVATION � �
1 �
�G`_�Dc� �Q 1004.5� 1006.4 ` ❑qF�ROVED WITH F.E ISILNS (see notes) -�-- DENOTES DIRECTION OF SURFACE DRAINAGE � �
\ G G�1�p�0 Fp 4.6 p DENI�ED Y � Z
\ ���� G J 1 4.8 /���8 � pOp.O DENOTES SANITARY SEWER SERVICE ELEVATION � �
i 1nn �y
J�1004.4 �0 7' �� h B 4 9 9 `� y,�;,�� Staff: __��V V 4���� I � �
/ � 1 0 0 4.9 � P I D EN OTES PINE TREE A SH D E N O T E S A S H T R E E � '�
5.0 1005•� '� �`� / a
� \ 1008.0 � S -��5'Z� �\ � I T V B D E N O T E S C A B L E T V B O X T B D E N O T E S T E L E PH ONE BOX W 3
BENCHMARKA T N 1 0 0 5.7 1 0 0 �s k � � 3 �%1000.1 m Q
� 7NHELEV.=fAGiB.QS "' . 1 .57 W 3
1006.1 0 1005.2 ,� 5'1 �'� ��p s '``•�`9� �6I'3 � 999�1 I -- - - - DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � o
t 0 5.0 L S ' 1 .8 n� 10 0�4 � 8 ��., • 9 9 8.1 •1 9 9 9.1 = m
� • 005.0"� \ `�pa,9 1006 38 �oos� � Q` � NOTES:
a' � i � � �
u, 5 TB � 3�• a� j i • �� I� � I 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q �
� � �61� N � �49 pG� w / � � 999�4 � 8 4�` THE CONTRACTOR SHAL�DETERMINE THE EXACT LOCATION OF ANY AND (n �
alSA�2 �� � �8 40 �P o6y� 1�UO2.6 � �9g � - I ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
1004,g . 6 �g 0 l�0 �'J•� � 8� / ; I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS ,�oRs Sb�
1004.82 OS#4 �x � • . FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING �`` �i6
1004.6 Z • ,���i' S� � �pV'� ��,�j OO�k.�` /��.C`„999.06 � ' 9 7.9 UTILITIES. N «- b
�
,p � �6 p,L r10 ,�' , i � j a, � . 998.9
. Q$� � 1004.6�N �,E� � '�� 0 � ;
� I X ��\; � 2�`L O�L qF� G,�� �y � � 2.)MUST MAINTAIN A MINIMUM 2%SI.OPE GRADIENT TO ACCOMMODATE d"'�1, �v`t"
1004.2,�' � � � �+ G/ �g�,1 97•6� �/ POSITIVE DRAINAGE. �v3 oEs
251004.j i�9 98.9 BW j 9�8.1 9�/16
/ /:
t� '� �1 � 'c�- g98 q�y y 99 •9 / � % �P �16� 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A F00T AND
1002.6� � � �0 2 �d�,,� \ / �,� CAN BE USED AS BENCHMARKS.
� , 1002-- _„ �0� ,�`','.':''`y / � PI 16 �� Z
I .f��.�• �J
� � -�p�� �-iJ-_t5� gV1// � ��'J� j �8•2 + ��997•3 \ O 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
/ Q'�pp� / l9� � P� �Z � NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT.
� r 99B � ���,�7� ' 998.4 ' �. � � 99Q.4�.F,� 993. = W
�7•8 � g 4 � __ .._ __+r � ' ~ / J �p.�' 996�9 SH 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. F- � � w Q
� � � 9 7.8 � � • 997.8 996,� - - y J � W Z �
0
� • 996.2 g o� � /� J������ 99� � 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � ¢ W
� -�g96 _ .I 997.0 r. � 995.A" PI 12 997. m � � w z
`_"" �I 70 �� �6'0 .��Y � � REFERS TO TOP OF BLACK DIRT. � � � Q O Z
/ - - -- �T9�" �P ,c Q o = U
�
�� � � � 9s �p,� 6' 996.9 7.)BENCHMARK: Z � W w p
. 994� 994'B - �99J4S� � � c � �F� 12 MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN � W ¢ � ¢ O
i � /� 994.7 J � SOUTHEAST CORNER OF WILLOW DRIVE. Q Q � Q Z �
w �
_ __ __ __ __ __ __ • 995.0 ELEVATION=1012.81 (NAVD88) Z � a = � �
' • 994.5 �
• 994.5 N89�2� �����W � �J4.�� • 994.8 � � � N v
DEVELOPMENT PLAN DATA - WO I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w m
OF A SURVEY OF THE BOUNDARIES OF: ()
GARAGE FLOOR ELEVATION =1005.5 OFFSET IRONS
BASEMENT FLOOR ELEVATION =997.0 ELEVATIONS ARE TO THE TOP OF PIPE LOT 5,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
PROPOSED ELEVATIONS os#,=,00,.s6 OS#3=1003.57
HARDCi�VER THEREOF,HENNEPIN COUNTY,MINNESOTA
os#2=1ooa.82 OS#4=999.06 LOT AREA= 18,278.3 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
PROPOSED GARAGE FLOOR ELEVATION = 1006.50
PROPOSED TOP OF FOUNDATION ELEVATION=1006.83 HOUSE AREA= 1,854 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. DRAW/CHECK
PROPOSED BASEMENT FLOOR ELEVATION =998.16 DRIVEWAY AREA=926 S.F.
JML/DBP
SIDEWALK AREA=80 S.F. DATE
SETBACKS STOOP ARE6�=148 S.F. 09-26-11
ASBUILT ELEVATIONS MIN. FRONT YARD SETBACK=30' ` � ^_ BOO N/�PAGE
ASBUILT GARAGE FLOOR ELEVATION = 1006.05+0.33= 1006.38 NOT POURED MIN. SIDE YARD SETBACK=10', 10' TOTAL IMPERVIOUS AREA=3,008 S.F. rN.+�
ASBUILT TOP OF FOUNDATION ELEVATION=1006.73
� � MIN. REAR YARD SETBACK=30' JOB NO.
ASBUILT BASEMENT FLOOR ELEVATION =998.07 COVERAGE= 16.5% David B. Pemberton, Licensed Land Surveyor 3568-018
Minnesota License No. 40344 DWG. NAME
Floor Area Rat:o:0.248 CERT 3568-018