HomeMy WebLinkAbout2015-01142 - attached deck , , CITY OF ORONO * 2 0 1 5 - 0 1 1 4 z *
2750 KELLEY PARKWAY DATE ISSUED: 09/30/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 1840 LAKEVIEW TER
pIN : 27-118-23-42-0010
LEGAL DESC : LONG LAKE COUNTRY CLUB ADDN
: LOT 005 BLOCK 001
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : DECK ATTACHED
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 9,000.00
NOTE: PRIOR TO RELEASE OF THE ESCROW MONEY,AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. INITIAL:
�
APPLICANT PERMIT FEE SCHEDULE 185.87
STATE SURCHARGE(VALUATION) 4.50
EXCEPTIONAL HOMES&REMODELING, INC TOTAL 190.37
2890 QUEENSLAND LANE N Payment(s)
MAPLE GROVE, MN 55311- CHECK 3253 190.37
(612)221-5994
Minnesota State License#: BUIL-20626822
OWIVER
MERNIK, WILLIAM&LISA
1840 LAKEVIEW TER
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires sepazate
permits. All provisions of Iaws and ordinances goveming this type of work
shall be compied wi[h whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. _
!C'%�"�-�- � � �--��"�1 �' ��, /l r�-
�� �
A p icant Permitee Signature Date Issued ignature Date
City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: Permit number: �('��—(�//
� �Q PO Box 66
� Crystal Bay, MN 55323-0066 Date received: � —�.S
Street Address:' Received
� � 2750 Kelley Parkway ��>5 �
y�' c,` Orono, MN 55356 � ' Plan review fee:
`qkESHO�� Main: 952-249-4600 Total Fee: /��g�
Fax: 952-249-4616 �vv,.n.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P/ease print) �/C�Q , 3 �
GENERAL INFORMATION: , ���� ����
_ __
Job Site Address: /�'�fC" �-�;/�G-����-a-- j r.r<:� �= ��
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �'No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service w�ll be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: � c�- >>4�-��:/ ����-��., � .r'�j-,-,��l=./,�,� .�� �,
State License# ,G'� " ,� ?��Z Expiration Date: �-�/�/ / "
Phone: (cell) /Z— Z Z/- S�"��� (office) �/Z - Z Z�- S-`i%i y
Mailing Address: 7Ei�%c> ��r-.�.�/4�, L� ti Cit � /� l�Z-�-� ZIP: �S.�//
Contact Person: l/,-�� �''�y���- .`�� Applicant is: Contr ctor / Homeowner �c���ie o�e�
Email and/or Fax: �'���;„�/.�J /� � .-,�:,/. <<�.-�.,
PROPERTY OWNER INFORMATION:
Name: �..i S(� �'Y�Z.�'11 i�l.
Phone (day): 1 Y9� i_0..K,-e.V�CW i{Xff1CR..
Address: (�pYtq �� 5��,r- City: ZIP:
Email and/or Fax
ARCHITECT I ENGINEER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Description of project:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal &
Water Supply
❑ New Construction ❑ Single Family with ❑ Accessory Bldg./Garage
❑ Addition attached garage �,�Deck ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Office/Commercial
❑ Relocation detached garage ❑ Residence ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Storage
MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other:(SpeCify) ❑ Other(SpeCify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ � �' �'�'
Packet Last Updated: August 2015
Page 21
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction .
a. Length (ft.)= Number of bedrooms=
❑Wood/Frame
b.Width(ft.)= Number of garage stalis: ❑ Masonry
Areas in s4uare feet Attached = ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 1 Sl Story =
❑ On-site Prefab
e.2"d Story=
❑ Off-site Prefab
f. 'h Story =
❑ Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Ap licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ � Plan Review Fee
❑ ❑ Com leted A lication Form
❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set
❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ ❑ Surve —2 full size, to scale meetin ALL surve requirements
❑ ❑ Hardcover Calculations
❑ ❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privac Adviso Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
. Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• 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;
. Acknowledges the Escrow Agreement is completed and signed;
• Understands 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.
. Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
��i--� -- �_ �cf* —��-._..
ApplicanYs Signature: �'.--�1�.� � Date:
Owner's Signature: Date:
Packet Last Updated: August 2015
Page 22
� °��m�'�.� ���'��;�,�� �������,[�� ��� ���� ���'���`��E�.�� � ��f���t���
,�d�fess: ��`� Lc�.�-e�i� T-�-��,e� ����� �o.: �.QES - ��l�-�
.
�escription otv�►mrk: ��� ��J� S� � Date l�ec'd: � � �� .
Sept@c redEewr by: SF'�� a-��.��- DaYe Rpprovecf: "'�'�'
�oniRg revievr by: D�te�4pprovec�:
�uilciing reviev�s by: � � �. ` Date Approvec�: ��-�S
Grading review by: _ � Date ApprovecE: ""'"`
Zoning District: ��t� Zor�ing File�B: Reso#: Rese Date:
Zoning: L�t Earea: I. � SF 1(� 1'Nicith: Lot Coverage: SF %
Survey Subr�itted: �es � No Dafe of Survey: � `����� Revised date(�)�
Pro osed §etl�acks:
Front(Lak� Rear(Sye��� ( � S'�� � ( � S'�e Other Buildings t�etland
Defined Hefght: Psak FEeight: FFE: FFE�inus 6 feet= (Existing Contou
Perirneter(Einear feet)= 56°/,= L.F. I�elaw grade #of Stories
fOR A BUILDIPlCs VI�ITIi I!BASEriAENT OR CRAViIL SPACE: FOR A BUILDIAtG ON A SLAB FOUNDATION:
The distance beriveen the lowes!proposed The distance between the!op of
S7ART WITH floor(of the basement or crawi space)and START WiTH siab and tt+e highest point of the
the highest point of the roof. roof.
If you have a... Ifqou have a...
GABLE OR HIPPED ROOF(no • GABLE OR HIPPED ROOF
� (no windows): Subtract haH
windows): Subtract ha the distance the distance between the
between the h' poiht of the roof highest point ot the roef to
to the low of the cortesponding
SUBTRACTION gable ipped roof the low point of the
(BASED ON , correspontling gable or
ROOF TYPE BLE OR HIPPED ROOF(with SUBTRACTION hipped roof
) windows): Subtract haH the distance (BASED ON . GABLE OR HIPPED ROOF
betweemthe top of the highest ROOF TYPE) (w(th vwindows): Subtract
window and the highest point of the half the distance between
�f the top of the highest
• ALL OTHER ROOF TYPES(flat window and the highest
mansard,etc):No subtraction. point of the roof
SUBTRACTION Subtract the distance between the o ALL OTHER ROOF TYPES
(flat,mansard,etc):No
(BASED ON basemenUcrawl space floor and the subtractlon.
EXISTING highest existing grade adjacent to the ADDRION Add the disiance between the top
Gf2ADES) foundation OR 10 feet(whichever is less} (BASED ON of slab a�d the highest existing
EQUALS Defined building heigM EXISTING grade adjacent to the foundation.
. GRADES
EQUALS Defined building height
Shorelancf�istr�ct C�CWD Fermit Average Lakeshore Setback Btuff
Met?
(1 Yes �No Pe ' Number: E3 Yes , 0 No • /A Q Yes 0 N
N/A—see attached Setback:
Stormwater Quality �xisting Hardcover Proposed
Overiay Di�trict (%and sfl Harc�cover Variance Required Ct1P Requireci
Tier circle one %and s
� Yes No 0 Yes No
'i 2 3 4 Type{s): Type(s):
Updated: January 2015
z:\forms�plan review checklist 2015.docx
R�f�kRKS (in-house):
l=ees ta [�e Char ed Y� ��
P�rcnit
PEan E�e�ieHc
State�urctrar��
lnvestig�tion Fee �
S�C—t�ur�f�er of S�,C Units �'"`��
Other(s�ecify)
S uare Foota e $ er S uare Foota e
Basement X - $
15'Floor X - $
2nd Floo� X - $
Garage X - $
Estimated Construction�alue: � �" ` �
Orono lnspections Rec�uirec� l+Vork Requiring Separate F�ermits Required �tate Permits
[] Site � Plumbing � Grading/Filling I� Weil
� Silt Fence/Erosion Control � Mechanical � Fire � Electrical
� Hardcover Removal L7 Septic � Water Connection
Footing � Fireplace � Sewer Connection
� Poured Wall O Masonry � Lawn Irrigation
� Foundation Survey � Mfg. � Landscaping
Ci Foundation Waterproofing � Other(specify)
t3 Radon Rock Bed
�Framing
Insutation
As-Bailt Survey
Final
O Other(spec"ify)
REiVf�4RKs(in-house):
Other Review: Revie�red t�y: Date ApRroved:
Access: Existing: 6 YES � NO New: Q YES C� NO
OFFiCiAL RE(�i�RKS-TO BE E�lO'FED OtV PER[V'iiT�4[�D [{�llTl�l LED
' �'� �' � � �' �
_ � ��- � �_. � �r .
Updated: January 2015
z:\forms�plan review checklist 2015.docz
Christine Mattson
From: Christine Mattson
Sent: Friday, September 25, 2015 2:55 PM
To: 'ccornelius14@gmail.com'
Subject: RE: 1840 Lakeview Terrace/#2015-01142
Hi Chris
We have the deck permit for 1840 Lakeview Terrace ready for pick up. When you arrive, please bring in a signed copy of
the escrow agreement and check a check for$700.
We are open Monday through Friday 8 am to 4:30 pm.
Christine^'
From:ccorneliusl4@gmail.com [mailto:ccorneliusl4@gmail.com]
Sent: Monday,September 21, 2015 4:35 PM
To:Christine Mattson<CMattson@ci.orono.mn.us>
Subject: Re: 1840 Lakeview Terrace/#2015-01142
Hi Christine,
Just checking in to see if there is anything else you need.
As built will be done after the deck is done.
Watershed sent the letter to you today.
Escrow whenever I pickup permit.
Thanks
EHR Construction
612-221-5994
On Sep 16,2015, at 10:58 AM, Christine Mattson<CMattson@ci.orono.mn.us>wrote:
Chris,
Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if
you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physical addressJ
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ
"�" 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us � �www.ci.orono.mn.us
1
' Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015
<letter.pd�
<86-68.pd�
<Escrow Agreement- Building Permit w Erosion Contro12015-01142.pdf>
<Survey Requirements -August 2015.pd�
z
Christine Mattson
From: ccornelius14@gmail.com
Sent: Monday, September 21, 2015 4:35 PM
To: Christine Mattson
Subject: Re: 1840 Lakeview Terrace/#2015-01142
Hi Christine,
Just checking in to see if there is anything else you need.
As built will be done after the deck is done.
Watershed sent the letter to you today.
Escrow whenever I pickup permit.
Thanks
EHR Construction
612-221-5994
On Sep 16,2015, at 10:58 AM, Christine Mattson <CMattson@ci.orono.mn.us>wrote:
Chris,
Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if
you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physical address)
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ
"�" 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us { � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Wednesday, November 11,2015
<letter.pd�
<86-68.pdfl
<Escrow Agreement- Building Permit w Erosion Contro12015-01142.pdfl
<Survey Requirements - August 2015.pd�
i
Christine Mattson
From: Terrence Chastan-Davis<tchastan-davis@minnehahacreek.org>
Sent: Friday, September 18, 2015 4:56 PM
To: Christine Mattson; Melanie Curtis
Cc: ccornelius14@gmail.com
Subject: MCWD no permit needed: 1840 lakeview Terrace, Orono
Good afternoon,
The MCWD will not need a permit from Chris Cornelius for his project at 1840 lakeview Terrace, Orono as it will not be
triggering any of the district rules.
Please feel free to contact me if you have any other questions or concerns.
Thank you,
Terrence Chastan-Davis
District Representative
Minnehaha Creek Watershed District
15320 Minnetonka Blvd
Minnetonka, MN 55345
952-641-4581
MIMHE#IANA CREBK
WATERSXE6 OISTRI�T
1
F
plan shal� confarm to the Citv of Orono Survev and Site Plan Reauirements. s�a�s
a. The cer#iflcation of the �lan bv a licensed t�rofessional mav be exempted bv
the citv enQEneer if the proiect meets afl of the followinca:
�;c. 1) An existina As-BuiEt survev exists for the prouertv;
��� 2) Proaertv is located outside the Shareland Overlav District:
y'e; 3) Propertv is naf subiect to the Stormwater Qualitv Overlav District:
�►� 4) Proqettv contains 2.0 acres or areate�in area:
��j 5) Proposed pro,�gct exceeds the reauired setback reauirement bv
1 %� and
�J�> 6} Praposed proiect footannt does not exceed 200 sauare feet.
(2) Feundation survey, A foundation survey shall be submitted ta the city for review and
approval, unless exempted by the building afficial, upon completion of the foundation
work for a!I bui�dings and all additians to buildings. The foundation survey, prepared by
a Minnesota Registered Land Surveyor, sha(I certify the lot dimensions; front, side,
rear, Iakeshore, and wetland setbadcs; and foundation elevation. A foundation survey
must be submitted before proceeding with framing or further construction. In lieu of a
survey a letter prepared by a Minnesota Registered Land Surveyor containing the
same information as a foundation sunrey may be submifted.
(3) As-built survey. An as-built survey, prepared by a Minnesota Registered Land
Surveyor, shall be submitted #o the city for review and approvai upon the completion of
all buildings and all additions to buildings, unless exempted by ths building offiaaf. The
as-built survey shafl oertify the firtal topography of the site; verify drainage pattems;
and pravide hardcover calculations for lots in #he Shoreland Overlay District. An as-
built survey must be approved before the �ssuance of a oert�cate of occupancy. In the
event that weather or other conditians prevent the completion of an as-built suneey at
the time the Certificate of Oocupancy is requested, applicant shall prov�de a suificient
financial guararrtee and estab(ish an escrow agreement to ensure completion of the as-
built survey.
SE_3. Effective date. This ordinance shall be effective upon adoption and publication
according to law.
ADOPTED this l lth day of May, 2415 by the Orono City Council.
A vate of 4 ayes and I nay.
CITY OF ORONO
,1.,��1l .�'�C.��..ti(IS�C�-_
Lili McMillan, Mayor
ATTEST:
..��-., '
r e Tiegs,City rk
Orono, MN Code of Ordinances Page 1 of 1
Sec. 86-68. - Permit application; information required.
(a) The application for a construction permit or land alteration permit shall include such information
as may be required by the city, which may vary between types of construction projects.
(b) Surveys required:
(1) Initial survey or site plan. Any building, zoning or general permit application for construction of
a new structure, expansion of an existing structure or land alteration shall be accompanied by
a certificate of survey or site plan drawn to scale prepared by a person registered by the
Minnesota Board of Architecture, Engineering, Land Surveying, Landscape Architecture,and
Interior Design.A certificate of survey or site plan shall conform to the City of Orono Survey
and Site Plan Requirements.
a. The certification of the plan by a licensed professional may be exempted by the city
engineer if the project meets all of the following:
1. An existing as-built survey exists for the property;
2. Property is located outside the Shoreland Overlay District;
3. Properry is not subject to the Stormwater Quality Overlay District;
4. Property contains 2.0 acres or greater in area;
5. Proposed project exceeds the required setback requirement by 150 percent; and
6. Proposed project footprint does not exceed 200 square feet.
(2) Foundation survey. A foundation survey shall be submitted to the city for review and approval,
unless exempted by the building official, upon completion of the foundation work for all
buildings and all additions to buildings.The foundation survey, prepared by a Minnesota
Registered Land Surveyor, shall certify the lot dimensions;front, side, rear, lakeshore, and
wetland setbacks; and foundation elevation.A foundation survey must be submitted before
proceeding with framing or further construction. In lieu of a survey a letter prepared by a
Minnesota Registered Land Surveyor containing the same information as a foundation survey
may be submitted.
(3) As-builtsurvey. An as-built survey, prepared by a Minnesota Registered Land Surveyor, shall be
submitted to the city for review and approval upon the completion of all buildings and all
additions to buildings, unless exempted by the building official.The as-built survey shall certify
the final topography of the site;verify drainage patterns; and provide hardcover calculations
for lots in the Shoreland Overlay District.An as-built survey must be approved before the
issuance of a certificate of occupancy. In the event that weather or other conditions prevent
the completion of an as-built survey at the time the certificate of occupancy is requested,
applicant shall provide a sufficient financial guarantee and establish an escrow agreement to
ensure completion of the as-built survey.
(Code 1984, § 12.02; Ord. No. 49 3rd series, § 1, 9-8-2008; Ord. No. 146 3rd series, §2, 5-11-2015)
about:blank 9/16/2015
Christine Mattson
From: Christine Mattson
Sent: Wednesday, September 16, 2015 10:59 AM
To: 'ccornelius14@gmail.com'
Cc: Roger Peitso
Subject: 1840 Lakeview Terrace/#2015-01142
Attachments: letter.pdf; 86-68.pdf; Escrow Agreement- Building Permit w Erosion Control 2015-01142.pdf;
Survey Requirements-August 2015.pdf
Chris,
Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any
questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physical addressJ
PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ
'$ 952.249.4620 � g 952.249.4616
� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015
1
. �-o�
� C ITY OF ORONO
.1 Street Address: Mailing Address: Telephone(952)249-4600
��. Gti� 2750 Kelley Parkway I P.O.Box 66 Fax (952)249-4676
j.9 �, Orono,MN 55356 Crystal Bay,MN 55323 I www.ci.orono.mn.us
kESHO�
September 16,2015
Chris Cornelius
Exceptional Homes&Remodeling, Inc.
7890 Queensland Lane N
Maple Grove, MN 55311
Re: Building Permit Application#2015-01142
1840 Lakeview Terrace
On September 9,2015 the City received a building permit application for a deck. Staff conducted a preliminary review
based on the information provided and requests the following items be submitted or revised in order for your
application to be considered complete and for the pian review to continue:
1. Certificate of Survey. A copy of a survey on file dated 5-12-87 was submitted with the application. The 1987
survey does not meet our survey exemption requirements, see City Code Section 86-68 attached. Please
provide two copies of an updated,full size certificate of survey which meets all of the Citys survey standards
(enclosed) indicating the location of the proposed deck(and any proposed grading).
2. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal
of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City
for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee
conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow
amount for this project is$700. The escrow agreement is enclosed. The property owner must sign the escrow
agreement and submit a check for$700.
3. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed
District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding
your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit
or documentation stating the proposed project does not trigger any of their permitting requirements.
The above information is required in order for the plan review to continue. Please feel free to contact me at
952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements.
Sincerely,
CITY OF ORONO
��
r stine attson
Planning Assistant
c Chris Cornelius via email
Lisa Mernik; 1840 Lakeview Terrace; Long Lake, MN 55356
Roger Peitso, Building Official
enclosures
_._• ——--.��------- L— —— � ,� . �
� � � �
� F E . f , � z
� � f E
j ! Certificate of Survey
,fE ; � � � , � for Hartmut Ginnow Merkert
�, � y� of Lot 5, Block 1 ,
� Vr�� LAKE COUNTRY CLUB ADDITION
pc ����iennepi n County, Mi nnesota
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Planning 8� ni�g PiaR�ieview , � , �;;'�"�'� ��
, ,� � , �;, oQd ; �:. � �
�-�. a. , �.
Site Plan R view Oate: � e69 ,•
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�0'�PPRO EO�c� i . � '•'� �V
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p APPR D WITH P�EVIS S(se�n�s) . s �
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I hereby certify that this is a true and
correct representation of a survey of �
the boundaries of Lot 5, Block 1 , LflNG COfFIN � GRONBERG, INC.
LAKE COUNTRY CLUB ADDITION, and the io- � -
cation of all existing buildings thereon. yI
It does not pur�ort to show other im- !��''�''''�.�-���z�--��.�
provements or encroachments, Mark S. Gronberg Lic. No. 12755
� Engineers, Land Surveyors & Planners
, Long Lake, Minnesota
Desic�n Id: Design Not Saved ' ' � Page 1 of 3
Estimate Id: 79266 � _ . � 09/08/15
Deck
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HANDRAILS
Continuous grippable hand�ails
req'd. 34"-38"high. 1-1/4"-2"dia.
No closer than 1-1/2"to wall OR��� ����
Retum erds to wail or post.
St�irvvay Risers ReY1�•,�ed #or Code
Open risers are permitted, provided Compiiance Ci#y of Orono
the opening betwee�treads does not
permit passage of a 4"dia. sphere. Dat� Z-
Reviev�er �
Illustration intended to show general deck size and shape. Some Options selected may not be shown for picture clarity.
Estimated Price:
*Today's estimated price.fumre pricing may go up or down.Tax.labor.and deliven�not included.
Base Price:
**The base price includes:40 PSF dzck live load.AC2 5/-�xb deck boards in horizontal direction.AC2�x4 t�aming posts.precast concrete 1 I bag)footing.,
and beams with two feet cantilever,galvanized tiaming tasteners and joists hangers.and premium deck board screws.
Final design should be performed by a registered protessional engineer to ensure all applicable building codes and regulations are met.
This is an estimate.lt is only for general price information.This is not an offer and there can be no legally binding contract between the parties based on this estimate.l
stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are not tirni for any time period unless speciticall� written oth.
on this form.The availability of materials is�ubject to inventory conditions.MENARDS (S NOT RESPONS(BLE FOR ANY LOSS INCURRED BY THP GUEST VdHO
RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANl' MATERIALS STATED HEREIN.All information on this form,other than price.has
been provided by the guest and Menards is not responsible for any errors in the information on this estimate,including but not Iimited to quantiri,dimension and qualit�. Please
examine this estimate carefullv.MENARDS MAKES NO REPRESENTATIONS.ORAL.WRITTEN OR OTHERI�`ISE THAT THE MATERIALS LISTED ARE SUITABLE
FOR ANl' PURPOSE BEING CONSIDERED BY'THE GUEST. BECAUSE OF THE 1�'IDE VARIATIONS IN CODES.THERE ARE NO REPRESENTATIONS THAT
THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
Desi�n Id: Design Not Saved " ' � Page 4 of 6
Esti�mate Id: 79265 � : .� 09/08/15
Deck
Deck Board Dimension Sheet for Level 1
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4� �
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aa��
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16'
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The lengths noted are provided as a layout guide. Field check dimensions prior to cutting.
Layout dimension sheets are intended as a construction aid.Not all options selected are shown.
Final design should be performed by a registered protessional engineer to ensure all applicablz building codes and regulations are met.
This is an estimate. It is only for general price information.This is not an oYfer and there can be no legall}binding contract benveen the parties based on this estimate.The prices
stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are not tirm 1or any time period unless specifically written otherwise
on this form.The availabiliry of materials is subject to inventory conditions.MENARDS IS NOT RESPONSIBLE FOR ANl'LOSS INCURRED BY THE GUEST WHO
REL(ES ON PRICES SET FORTH HERE[N OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN.All information on this form.other than price.has
been provided by the guest and Menards is not responsible for any errors in the information on this estimate.including but not limited to quantity.dimension and quality. Please
examine this estimate carefully.MENARDS MAKES NO REPRESENTATIONS.ORAL.WRIT'TEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE
FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST.BECAUSE OF THE WIDE VARIATIONS IN CODES.THERE ARE NO REPRESENTATIONS THAT
THE MATERIALS LISTED HEREIN MEET YOUR CODE RGQUIREMENTS.
Desi�n Id: Design Not Saved ' ' � Page 6 of 6
E�timate Id: 79265 . _ . � 09/08/15
Dec�
Stringer Dimension Sheet for All Types of Stairs on Level 1
- o.
�s �— Level 1
5tair 1 .. �� 2'9'.
i
+,..4„1�.4.�`�,4„y��a„`�,4„1�,4„�,�,4„
�9,6,� ,
The lengths noted are provided as a layout guide.Field check dimensions prior to cutting.
Layout dimension sheets are intended as a construction aid.Not all options selected are shown.
Final design should be performed by a registered professional engineer to ensure all applicable building codes and regulations are met.
This is an estimate. It is only for general price information.This is not an offer and there can be no legally binding contract between the parties based on this estimate.The prices
stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are not firm for any time period unless specitically written otherwise
on this form.The availabiliry of materials is subject to inventon conditions.MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO
RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABfLITY OF AN�'MATERIALS STATED HEREIN.All information on this form.other than price,has
been provided by the guest and Menards is not responsible tor an�errors in the informa[ion on this estimate.including but not limited to quantity.dimension and quality. Please
examine this estimate carefull}. MENARDS MAKES NO REPRESENTATIONS.ORAL.WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE
FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST.BECAUSE OF THE WIDE VARIATIONS IN CODES.THERE ARE NO REPRESENTATIONS THAT
THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
Desi�n id: Design Not Saved ' ' � Page 3 of 6
E�timate Id: 79265 . _ .� 09/08/15
�eck
Joist Layout for Level 1
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Mark Length Description Usage
A 20'0" I-2X8 AC2 Ledger Joist
B 19'9" I-2X8 AC2 Rim Joist
C IS' 10" 20-2X8 AC2 Internal Joist
D I 1'9" I-2X8 AC2 Ledger Joist
E 10'0" 2-2X8 AC2 Rim Joist
F 8'2" 2-2X8 AC2 Rim.loist
G 8'0" 2-2X8 AC2 Rim Joist
H 8'0" 1-2X8 AC2 Ledger Joist
l 7' 10" 19-2X8 AC2 Intzrnal Joist
The lengths noted are provided as a layout guide.Field dieck dimensions prior to cutting.
Joist to be on 12 "
Joist to be toe-nailed to beams with 3-1/2"f'asteners
Rim Joists to be faced-nailed to.joist and ledgers with 3-I/2" fasteners
Y bracing is estimated. but not shown. Blocking and bridging may be reyuired b� your local code
Layout dimension sheets are intended as a construction aid.Not all options selected are shown.
Beam and footing sizes
Based on No.2 or better pressure treated Southern Pine with 40 Ib live load and 15 Ib dead load
Post s acin
4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14'
Southem Pine Beam 2-ac6 2-2x6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12
6' ------ -- 2 2x8----- 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 Eng Beam
---- --------------- --- ---- ----- --------- ------ --------- �----- --------- -- ------ --------- ---------- -- - --- ------------- -
- ----
Comer Footing 6 5 4 7 €r 5 7 `6 5 8 7' 6 9 7 6 9 7 6 10;8; 7 10 8 7 10 9 7 11 9 8 11 9 8
Intertnediate Footing 9 8 7 10 $ 7 10 9' 7 11 .9 8 12 1d 9 13 14- 9 14 1t 10 14 12 10 15 i2'10 15 13:11 16 13 11
Southem Pine Beam 2-Dc6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12
7' ------------------------ -
2-2x8 _ _ 2 2x8 2 2x10 2-2x10 2-2x12 2-2x12 Eng Beam Eng Beam
------ ---- --------- - ---- --------- ---�-- -------------- --- ------ ------ ---- - - ---- -----
- --
Comer Footing 7 5 5 7 6` 5 8 7 6 9 `7` 6 9 8, 7 10 8- 7 10 8 7 11 9 8 11 9' S 12 i0', 9 12 '!f# 9
Intertnediate Footing 9 $ 7 10 $ 7 11 9 8 12 10' 9 13 11 9 14 '!1 10 15!2'10 15 93'11 16 13'11 17 14'12 17 14:12
Southem Pine Beam 2-�c6 2-2x6 2-2x6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 3-2x12
8, 2-2x8 2 2x8 2 2x10 3-2x10 2-2x12 Eng Beam Eng Beam Eng Beam
----- - ---- ------------- - -- --------------- -- ---- --------- • -- --------------- - - -- -- --------- ---- --
Comer Footing 7 6 5 8 6 6 9 7` 6 9 $ 7 10 S 7 10 $ 7 11 9 8 11 9' 8 12 1t}` 9 1310 9 13 11 9
Intermediate Footing 10 8 7 11 9 8 12 1t? 9 13 11 9 14 9'I 10 15#2 10 1613 11 16 1�`12 17 i4 12 18 13 13 18 1513
Southem Pine Beam 2-Dc6 2-2x6 2-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 Eng Beam
9, 2-2x8 2 2x10 2 2x10 2-2x12 3 2x12 Eng Beam Eng Beam
----- ---------- --------- --------- -- -- ----- --------- --------- -------< -------- -------- ----------- ------ -- - ---------
- ----- -- ---- ---- -- ---
--
Comer Footing 7 6 5 8 7' 6 9 7 6 10 8 7 10 9 7 11 9 8 12 1�} 8 12 �0' 9 13 14 9 13 11_ 9 14 1'#10
Intermediate Footing 10 9 7 12 f0 8 13 1S� 9 14 1'1 10 15 12 10 16 13 11 17 14`12 17 14"12 18 15 13 19 75 13 20 1614
Southem Pine Beam 2-Dc6 2-Zx6 3-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam
10'- ___2-2x8 2-2x8 2-2x10 3-2x10 2-2x12 Eng Beam Eng Beam
----------------------------------------------------- ----------------- - -----------------------------------------------•-------------------------------------------------------------- ------------------
ComerFooting 8 '6'' 6 9 7' 6 10 8 7 10 S. 7 11 9 8 1210' 8 121tt' 9 13 1i 9 14 11 10 1412.10 15 12-10
Intermediate Footing 11 9` 8 12 1i1 9 14 ]1 10 15 12 10 16 13 11 17 14:12 17 14'12 18 "�3 13 19 16 14 20 1&14 21 17 15
� Southem Pine Beam 2-2x6 2-2x6 3-2x6 2-2x8 3-2x8 3-2x10 3-2x10 3-2u12 3-ac12 Eng Beam Eng Beam
c _ - ------------------ 2-2x8 2-2x10 2 2x10 2-Dc12 3-2x12 Eng eeam Eng Beam
d 11' --- -- ---- -------- ---- ---- ------- --••--- -------- --------- --------- ------ -------- ----------- ------- --- -
--- - --- - -------
J Comer Footing 8 '7` 6 9 �' 6 10 8 7 11 �: 8 12 � 8 12 10" 9 13'!'i 9 14 11 10 14 12 10 15 1�10 15 1�11
y Intermediate Footing 12 '9'` 8 13 11 9 14 12 10 15'12 10 16 13 11 17 14'12 17"14 12 18'f513 19 1614 20 16 14 21 1�'15
� Southem Pine Beam 2-�c6 2-2x6 3-2xfi 3-2x8 3-ac8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam
12, 2-2x8 2-2x10 2-2x10 2-2x12 EngBeam EngBeam
------ -- --- -------- - -�----- -- -- --------- ----------- -- --------- ------- -- - - - -- - ------ --
- - - ---- --- - -- -
------ - --
--
Comer Footing 9 7 6 10 8 7 10 9, 7 11 9, 8 12 1{}" 9 1310' 9 14 11 10 14 12 10 15 12 10 15 13 11 16 9�'11
Intem�ediateFooting 121D 9 14 19 10 151210 1613 11 1714'12 18'15'13 1916'14 20 1614 21 1715 22�l8-15 231816
Southem Pine Beam 2-2x6 2-2x6 3-2x6 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam
13' - ___,_____ 2-2x8 2-2x10 2-2x12 2-2x12 Eng Beam Eng Beam
------------- -- - ------- ------ ---- ----- ---------- - ------ --------- --------- -- ------ -------- - ---- --------------- --- -- -- --
--- -- ---
Comer Footing 9 7 6 10 8 7 11 9 8 12 10 8 13 10 9 13 14 9 14 42 10 15 i2 10 15 13 11 16 13 11 17 14 12
Intem�ediate Footing 131£� 9 14 12 10 15 13 11 17 14'12 18'{5 13 191513 20'�6 14 21 1715 22 18 15 23 19 16 24't8'17
Southem Pine Beam 2-�c6 2-2x6 3-2x6 3-2x8 3-2x10 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam
14' - 2-2x8 2-2x10 2-2x12 2 2x12 Eng Beam Eng Beam
------ ---------------------- --------- ---- ----- --------- - --- -- ------ --------- --------- ---- ------- ---------
------------ -- ---- --- ----- - ---
Comer Footing 9 f3 7 10 $ 7 11 � 8 12'tt1 9 13 il' 9 14 11'10 15 1 10 15 13 91 16 13 11 17 1�12 17 9412
Intem�ediate Footing 13 11 9 15 12110 16 13 11 17 14 12 18 1513 20 16 14 21 4�,15 22 t$15 23 18 16 24 43°17 24 2{l'17
Southem Pine Beam 2-2x6 3-2x6 2-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng eeam
15' - 2 2x8 2-2x10 2-2x10 2-2x12 Eng Beam Eng Beam
------------------------------- ----- -- ---- ----- --------- ---------- - ----- - ------ -------- -------- ------. ------------.. . --- --- --------- ---- ------------ --
ComerFooting �f� �� �a 11 9 8 12 10 8 13 t0 9 14 i1'10 141210 151�,11 16 13:11 171412 171412 18 1�'13
Intermediate Footing 15 12 11 17 14 12 18 1'S 13 19 1�'14 20 17 14 21 1 :15 22 18-16 23 19 17 24 2fl 17 25 21 18
Southem Pine Beam 2-2x6 3-2x6 3-2x8 3-2x8 3-2x10 3-2x12 3-2x12 Eng Beam Eng Beam Eng Beam Eng Beam
�s� 2 2x8 2 2x10 3-2x10 2-2x12 Eng Beam Eng Beam
- -- --- -- -------• ---- ----- --------- -------- --------- ------------- -- -- ---- ----� ---- ----- --------- ---------- - - - --- ------•------
Comer Footing 10 8 7 11 9 8 12 i0 9 13 �f'S 9 14 1f 10 15 32 10 16 1 11 16 13 12 17 14 12 18 1513 18 1 r 13
Intermediate Footing 14 1'1 10 16 13-11 17 1+#112 18 15`13 20 16'14 21 '#7'15 22 1 16 23 1816 24 2fl 17 25�t'118 26�i 18
Notes:
1. Joist length is total length of joist,including any cantilevers. 4. Footing sizes may need to be adjusted depending on project.
2�en joist extends(cantilevers)beyond support beam by 18 5. Footings must be a minimum of 12"thick.
fi All footin s¢es above are base diameters in CLAY
inches or more,add 1 inch to footing dimensions shown. 9 (�
inches)and are listed for THREE SOIL TYPES: SAND
3: Requirements for future 3-season porches or screen porches:
a, Increase corner footing size shown by 90%. I I��L
b. Increase center footing size shown by 55%. """""""""'""""""""""-" -"-'"""-'" -'
Comer Footing 10 '8 7
c. Locate all footings at extremities of dedc(no cantilevers). Intermediate Footing 14 11 10
d. Beam sizes indicated may need to be altered.
In�7r��_.
PERMIT NO. a�� �, .
ADDRESS l�� eGU /-c�► . ___
OWNER ELEP OI�tE NO.�Z'22( ��j�
CONTRA R ��� S�u� �- ��GL-�5
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Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WFLL RETURN
❑S70P ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 ho rs in a 52) 249-4600
OwnerlContractor on site:
Inspector. �'� �
White Copyllnspector's File Canary CopylSite Notice
CI I T vr v..�__
�iNSPE�TION NOTICE �....____
PERMiT NO. z0 lS� l�1t�Z COMPLETED �_
ADDRESS l�'� l�Cl�(C�V+�.W rtC.►r✓G�-�
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION ��-�� �� ��rJ� �� � Vl.si�
l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE WSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
2 OWNERICONTiiACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca�1 for the next inspection 24 hours in advance. (952) 249-4600
OwnerlConVa on site:
Inspector.
White Copyflnspector's Ffle Canary CopylSite Notice
! '
CITY OF ORONO CALLED IN //' u� -- __
INSPECTION NQT�C�_O�/ ,/7 SCHEDULED /a�—D)/S __��
PERMIT NO. � �"��'MPLEfED
ADDRESS � � D L�()��P I CJ�/ , /
OWNER T EPHO E NO. �J� 5y
CONTRACTOR � • �� �-
� DESCRIPTION � �'`""'
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
_ ❑ F MING ❑ MECHANICAL FINAL ❑ RATED WALLS
� NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
v INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR NIFLL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 rs in adva 52) 249-46��
OwnerlContractor on site:
Inspector:
White Copyllnspector's Rle Cenary CopylSfte Notice
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Deck Location Surve For: INVOICE NO. 8451�
y F.B.NO. 1085-09
c EHR CONSTRUCTION SCALE: 1" = 40�
0
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, � .J� O Denotes Iron Monument
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%i �869 s _ excavation only
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� �� `72j p Property located in Section ��
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� Drainage# d. Hennepin County,Minnesota
bearingsis
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i \��� �A�• � Denotes Surface Drainage
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S� i ��� Ns�o Properry Address: 1840 Lakeview Terrace
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N LOT SURVEYS COMPANY
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�� �'� �,�� � o LAND SURVEYORS
'Qo� i Z REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
SS� I 7601 73cd Avmue North (763)560-3093
L � Minneapolis,Minnesota 55428 Fas No.560-3522
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� �� II 13" ��9� I certify that this plan,specification,or report was prepared by me or
n `� _--'�� �`9� N���59 RECEIVED under my direct supervision and that I am a duly Licensed land
� Surveyor under the laws of the State of Minnesota
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1 �oV ? � Zo 15 Surveyed this 30th day of October 2015.
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" � CITY OF ORONO
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� Signed
� � Lot 5,Block 1,LONG LA.KE COUNTRY CLUB ADDITION Greyory . as ,Minn.Reg.No.24992
� Hennepin County,Minnesota
� Rev Drawn By 9. ,,G��,,,,�o,»,
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� File Name
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emo
To: Finance Department
From: Christine Mattson, Planning Assistant �1r ' `
CC: Street File
Date: December 8, 2015
C/L: 101-22205
Re: Escrow Refund
Building Permit#2015-01142 pertaining to 1840 Lakeview Terrace is complete. Please refund
$700 to the property owner,William 8 Lisa Memik.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: William &Lisa Memik
1840 Lakeview Terrace
Long Lake, MN 55356
w:�street filesVakeview terrace\1840�escrow refund form 201�01142.docx
� � ✓
BUILDING PERMIT ESCROW AGREEMENT
Orono Building Permit#2015-01142
AGREEMENT made this�� day of �c,o%• , 20_, by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City")and Grj� ���,,./-� ("Owners").
Recitals
1. A building permit application has been filed for a deck located at 1840 Lakeview Terrace the
("Subject Property"), legally described as Lot 5, Block 1, Long Lake Country Club Addition, Hennepin County
Minnesota.
2. Owners request the City to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit $700 with the City. All accrued interest, if any, shall be paid to the City to
reimburse the City for its cost in administering the escrow account.
i
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal
consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the
Owners would be responsible for under a building permit application. The escrow will also guarantee
reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in
accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.
The financial security may also be used by the City to eliminate any hazardous conditions associated with the
work and to repair any damage to public property or infrastructure that is caused by the work (including planning,
engineering, or legal consultant review) associated with building permit #2015-01142 if compliance with the
approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment
to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses
invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to
reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
c
CITY: CITY OF ORONO OWNER
By:� �N1�1M� �'�D��O'�^-�
its: �
I��?��.` <.. ����������, �._� : ���:�. :.' ` :k. :. :r,-t� _ .
325,
NfELLS fARGO BANk(,iV.A.
ENR CONSTRUCTI�N � .��-l.,r-
7890�UEEAtSU►ND LA1VE N 17-i-910
MAPL 6ROVE,NIN 5531i
ORDEfi OFf ` " �T� p� Q�!/iz � � �� ' "'
Ga'
�'�',� DOLLARS
�
MEMO �J�f?t.,.-- ���L�y �,�s t/r s�c,, aunx�uzm src�,an,�
_ _ ...___w__---_.._r_____. ,,,�,,;�,. __�.__..—__.__ _
. i6572 ? 3�i'
City of Orono
2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt No: 3.014337 Sep 30, 2015
EHR Construction
Previous Balance: .00
Permits
2015-1142 1840 Lakeview 700.00
Terrace
101-22205
Deferred Rev-Developer Deposit
--------------- �
Total: 700.00
-----------=---
Check
Check No: 3254 700.00
Payor:
EHR Construction
Total Applied: 700.00
---------------
Change Tendered: .00
---------------
09/30/2015 09:45AM
� .
f CITY OF ORONO * 2 0 1 5 - 0 1 2 6 5 *
2750 KELLEY PARKWAY DATE ISSUED: 09/30/2015
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 1840 LAKEVIEW TER
PIN : 27-118-23-42-0010
LEGAL DESC : LONG LAKE COUNTRY CLUB ADDN
: LOT 005 BLOCK 001
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: THIS 5700 ESCROW IS TIED TO BUILDING PERMIT 2015-01142. PAYMENT BY EHR CONSTRUCTION
APPLICANT ESCROW FEE-BUILDING 700.00
TOTAL 700.00
EXCEPTIONAL HOMES&REMODELING,INC payment(s)
2890 QUEENSLAND LANE N CHECK 3254 700.00
MAPLE GROVE,MN 55311-
(612)221-5994
Minnesota State License#:BUIL-20626822
OWNER
MERNIK,WILLIAM&LISA
1840 LAKEVIEW TER
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be perfomted according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This percr►it is for only the work described and dces
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction suthorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections 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 Signature Date