HomeMy WebLinkAbout2015-01430 - new structure CITY OF ORONO * Z 0 1 5 - 0 1 4 3 0 *
� � 2750 KELLEY PARKWAY DATE ISSUED: 12/09/2015
• ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 4645 ST.ANDREWS ST
PIIv : T000121
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 14 BLOCK 3
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 950,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 5,992.42
SWANSON HOMES STATE SURCHARGE(VALUATION) 475.00
1360 HAMEL ROAD TOTAL 6,467.42
MEDINA,MN 55340- Payment(s)
(763)478-0320 CHECK 36124 6,467.42
Minnesota State License#:BUIL-627982
OWNER
Source Land Development Inc.
18215 45TH AVE N
STE D
PLYMOUTH,MN 55446-
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 dces
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if consWction 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 after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in confortnance with the State Building Code.This permit may be
revoked at any t' e for due cause. f
�� �-- 0 �L a-, � ,/ S
Applicant Pe itee Signature Date Issued By ignature Date
• } '
� City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: Permit number: p� 5—D/ �
�Q A, PO Box 66
/ `VQ Crystal Bay, MN 55323-0066 Date received: //—U S-�5
�
� StreetAddress:' Received by:
�` 2750 Kelle Parkwa ' 3 � - � --
ti�, � Y Y � ���'�- Plan review fee:
� �` Orono, MN 55356 � _ _ �� v � � �j
`qkfSH� � Main: 952-249-4600 Total Fee: �
Fax: 952-249-4616 www.ci.orono.mn.us � �� J `��
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print) f ; ,_;..♦. , ;�/,, j ;
GENERAL INFORMATION: r
Job Site Address: �� � � � / - � N'�/e w� S
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 us service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: � f.cl�.nlSv� -.n�c.�-
State License# /�� (0;�7�j$ Z Expiration Date: �
Phone: cell !g[Z- � S 3 5� office 7�,3. �{Z� -U 32.c
Mailing Address: '3 � v ,K � Cit : e ��r� ZIP: �' 3 �[7
Contact Person: c.��T w N Su.�1 Applicant is: ontrac�r� meowner (Circle One)
Email and/or Fax: �z,^-€-�o� r ��-- ���
S u h��s,.J -tv.�S. �aN�
PROPERTY OWNER INFORMATION:
Name: ���� h-� /����.r�
Phone(day):
Address: City: ZIP:
Email and/or Fax
ARCHITECT/ENGINEER ORMATION:
Name: ��� lk-.-rN' � �- t r�
Phone(day): fc 3 7 -v.
Address: �; ,.��-� S �� �.cl� Cit : 1.h-c-r� ZIP: 55��
Email and/or Fax: � ,��p �' ���
PROJECT INFORMATION: Description of pro�ect:
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 C] Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Storage
MCWD review&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) $ ��� C.�iJ
Packet Last Updated: August 2015
Page 21
S�RUCTURE INFORMATION:
1.�Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction
� �,
a. Length (ft.)= �Z 2 Number of bedrooms= r
� �; �Wood/Frame
b.Width(ft.)= �� " � Number of garage stalis: ❑ Masonry
Areas in sQuare feet Attached =� ❑ Metal
c. Basement= � ❑ Pole Bldg.
� Detached = ❑ ICF
d. 1S�Story = 2$LC�
❑ On-site Prefab
e.2�d Story= � ❑ Off-site Prefab
��7
f. �� ._ - �7
��p� ❑ 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 A 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'h x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Requirements
❑ Surve -2 full size,to scale meetin ALL surve re uirements
❑ 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.
�
v � b�r-
Applicant's Signature: Date:
Owner's Signature: Date: �� �e
Packet Last Updated: August 2015
Page 22
, PLAN R�VIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
bddress: `RL�1 J� � ��/�1�� �,��1'VC�I� Permit No.: �0� ���6
Description of work: �V � Date Rec'd: ( � •�5 ' �J
�/
Septic review by: Date Approved: �z, L �
Zoning review by: Date Approved: � L • �,���
Building review by: � Date Approved: � �
Grading review by: �� __ Date Approved: �� ����5
Zoning District: R1�—� � Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: Z. S AC Width: Lot Coverage: SF %
Survey Submitted: �s � No Date of Survey: �I' �0' � Revised date(?): � ! � ! � ��
Landscape plan submitted? �Yes � No Landscaper: 1 rC- �I�[�].U��
/
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
C"�) �1
De,fined Height: Peak Height: FFE:�iQ��O FFE minus 6 feet= � �. '���(Existing Contour)
1� � -
Perimeter(linear feet)_ � � 50%_ ��'.� � , `-- i '...�J'�.F. below grade o� ����G�L�
Basement? �'fes � No, 2 Stories
�'�.,�4� :� �'�"����,� , ���
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade— •
START WITH floor(of the basement or crawl space)and measure from hiahest existino
the highest point of the roof. START W ITH rA ade to the highest point of the
i , ,;1� roof even if fill was brought in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
(BASED ON windows): Subtract half the distance from highest existfng grade to the
ROOF TYPE) between the highest point of the roof hi hest ofnt of the roof.
to the low point of the corcesponding If you have a...
� gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
' • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
� SUBTRACTION Subtract the distance between the half the distance between
J�,��� (BASED ON basemenUcrawl space floor and the the top of the highest
EXISTING highest existing grade adjacent to the wfndow and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
�I ' �,V, • ALL OTHER ROOF TYPES
(flat,mansard,etc):No
�� EQUALS Defined building hefght subtraction.
� _ Defined building height
� EQUALS
�'��, �..
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
,�.� t,��
Average Lakeshore Setback
Shoreland District MCWD Permit - `y� Met? Bluff
�Yes � No Permit Number: (5— ��? 0 Yes 0 No �I/A � Ye No
0 N/A–see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s %and sf
a•L7�70 � Yes No 0 Yes No
1 2 � 4 5 �� Type(s): Type(s):
g(ot3SF
Fees to be Char ed YES NO
Permit 1/r
Plan Review
State Surcharge �
Investigation Fee
SAC–Number of SAC Units
Other(specify)
S uare Foota e $ per Square Foota e
Basement X = $
1�Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ ��1 ��
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site lumbing 0 Grading/Filling
Poured Wall Silt Fence/Erosion Control Mechanical � Fire
oundation Survey 0 Hardcover Removal Septic 0 Water Connection
Foundation Waterproofing � Other(specify) ireplace 0 Sewer Connection
Framing 0 Masonry � Lawn Irrigation
insulation �Mfg. 0 Landscaping
As-Built Survey � Other(specify)
Final
Lathe Required State Permits
� Other(specify)
Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
�See Builder Acknowledgement Form
o re ow mon s-built an ' ed and approved.
Updated: October 2015
�•\fnrmc\nlan rovio�u nhAnklict 1 fl_9(11 R r�nnv
. DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federat agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
�����S ���[�.r� J����
First Middle Last
l2?7 � ���c.�gs C�-��- r��C
Address
/�.v,J r�sC� /''�CJ �,�3� � �<Z- 3 �� � sC3,�
City State Zip Phone
I understand my rights s tated above.
Signature
Packet Last Updated: August 2015
Page 7
, ° Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum
required information is included with the submittal. If not, the application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on
application submittal requirements.
�.�5 Completed Application
Plan Review Fee Paid
�S Signed Escrow Agreement & Escrow Payment
��5 Building Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
5 meeting all requirements x2
�� Hardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
��� the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
regardin th'S roj .
Signed by:
Address: �f��� ,�- ,. ..,,S .(-rc�
Permit #: o2p/ S- � 3
Packet Last Updated: August 2015
Page 2
' Builder Acknowledgement Form
4645 St. Andrews Street / #2015-01430
Builder
Permit Conditions Initials
Prior to the start of framing, a foundation as-built survey must be submitted G�5
and approved by the City or a stop work order will be issued.
Schedule a minimum of one hour for the framing inspection. G�,5
Erosion control mechanisms must be installed and inspected by the City
proper to any land disturbing activities. The contractor must provide a �5
minimum of a 24 hour notice prior to inspection.
Erosion control shall be installed and maintained throughout the entire
project and must remain until vegetation has been established. li�
Protect septic sites with snow fencing or metal stakes and caution tape. L�f
The grading plan on the survey is shown as conceptual. If the grading plan
changes from what is depicted on the survey a new grading plan must be (� 5
submitted and approved prior to the change.
Prior to the issuance of a Certificate of Occupancy an as-built survey must �C
be submitted and approved. �
In the event of winter or other unfavorable weather conditions (which
prevent the completion of the exterior improvements and/or as-built
survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A �5
TCO requires a $10,000 escrow.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios, grading,
sidewalks, retaining walls, etc. not currently shown on the approved survey
and landscaping plan will require a separate Zoning Permit application to be ��
submitted and approved prior to the work commencing.
Any retaining walls that are over 4-feet in height or tiered walls not
separated by twice of the height of the lower wall require engineered plans (�� 5
and a building permit to be submitted and approved rior to construction.
W:\Street Files\St.Andrews Street\4645\Builder Acknowledgement Form 2015-01430.docx
Christine Mattson
From: Christine Mattson
Sent: Tuesday, November 24, 2015 10:35 AM
To: 'Curt'
Cc: 'Brad Hale'; pemberton@sathre.com; Melanie Curtis
Subject: 4645 St. Andrews Street/#2015-01430
curt,
Our engineer has reviewed the survey for 4645 St.Andrews Street and has the following comments. Please have the
survey updated and submit two full-size copies for our review.
1. The site grading plan does not reflect the drainage swale that was/is supposed to be constructed as part of the
development grading plan along the southern property line. Nor is the drainage easement along that property
line depicted on the survey.
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2. Proposed retaining wall along th riveway is depicted at ex ly 4 ft. Walls greater than 4' in height must be
designed by a licensed profe onal,and plans must be s itted to the City for review prior to the approval of
the permit. If during cons ction it becomes evide at the wall will exceed 4ft a design must be submitted
and approved rior to c struction.
�
3. The top of foundation elevation is referenced on the survey. Please have the surveyor show on the perimeter of
the foundation the location the top of foundation elevation is in reference to. We expect this same referenced
location to be used on the foundation as-built survey.
Also,for your application to be considered complete and for our review to continue, please submit:
4. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the
proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan should
include the name of the individual performing the work. The landscape plan should match what is shown on the
survey.
5. 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.
Please don't hesitate to contact me 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: Thursday& Friday, November 26&27,2015
Thursday& Friday, December 24&25,2015
Friday,January 1,2016
2
Christine Mattson
From: Christine Mattson
Sent: Monday, November 16, 2015 2:51 PM
To: 'Curt'
Cc: 'rusty2654@comcast.neY; 'Brad Hale'
Subject: 2645 St. Andrews Street/#2015-01430
Attachments: septic- NTS.PDF; septic-to scale.pdf
curt,
Per our conversation at the counter today,there is a discrepancy between Rusty's septic design and the septic design
shown on the proposed survey.
Attached are copies of Rusty's septic design,one is to scale and other is not. Please have Sathre-Bergquist update the
survey and submit two full-size copies, in color for our review.
Thank you.
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 � 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: Thursday& Friday, November 26&27,2015
Thursday& Friday, December 24&25,2015
Friday,January 1,2016
1
Christine Mattson
From: Christine Mattson
Sent: Friday, November 13, 2015 4:24 PM
To: 'Brad Hale'
Cc: 'Curt Swanson'
Subject: 4645 St. Andrews Street/#2015-01430
Attachments: SKM_C654e15111316220.pdf
Brad,
Per our telephone conversation,attached is a copy of the proposed septic systems and the rock bed location. We have
concerns about the proximity of the house and the septic sites. We have requested a meeting with the developers and
Curt Swanson. You may want to hold off on any additional work on this site until after out meeting.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physica/address)
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ
'a' 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us 0 � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE W/LL BE CLOSED: Thursday& Friday, November 26&27,2015
Thursday& Friday, December 24&25,2015
Friday,January 1,2016
1
r
Christine Mattson
�h.�����- ���� ,�`�t���
From: Christine Mattson
Sent: Friday, November 13, 2015 1:37 PM
To: 'Curt Swanson'
Cc: Roger Peitso; Melanie Curtis; pemberton@sathre.com
Subject: 4645 St. Andrews Street/#2015-01430
curt,
We have performed a cursory review of the survey for 4645 St.Andrews Street and request the survey be updated
based on the following comments:
1. Show First Floor Elevation (FFE). My calculation shows the FFE to be 960.6',yet the basement calculation
provided on the survey indicates the contour used to determine basement compliance was 961.0', please clarify
and show the elevation being used for the basement calculation on the survey.
2. My calculations of the perimeter do not match what is shown on the survey. I show the foundation perimeter is
302.60 linear feet,excluding the unexcavated areas(garage and stoop). Please clarify.
3. Top of Foundation Elevation (TOF) is noted on the survey. Please show the spot on the foundation where this
elevation is in reference to. This same spot/location should correspond when the foundation as-built survey is
submitted for approval.
4. The survey is difficult to read,was it to be printed in color? The existing and proposed contours are difficult to
differentiate.
5. Please shown the rock bed areas within the septic sites for setback determination. These areas should be staked
in the field.
6. The driveway is shown as"conceptual only". Please show the final proposed driveway location.
Please note,our engineer has not reviewed this survey so there may be additional comments forthcoming.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN � 55356(physica/addressJ
PO Box 66 � Crystal Bay � MN I 55323-0066(mailing addressJ
'a' 952.249.4620 I 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 W/LL BE CLOSED: Wednesday, November 11,2015
1
Christine Mattson
From: Christine Mattson
Sent: Friday, November 13, 2015 4:18 PM
To: 'path@nortonhomes.com'; 'jeffm@sourceland.com'; 'Chase Peterson'
Cc: 'Curt Swanson'
Subject: Meeting request regarding Lakeview of Orono
Gentlemen,
To-date we have received four building pe�mits for the Lakeview of Orono Subdivision. One permit has been issued
because the house accessed off of North Arm Drive. The other three are interior lots and we are waiting for the road to
be completed and receive final approval from Bolton & Menk before we continue our review and issue them.
We have concerns about the application we received for 4645 St.Andrews Street. This application is proposing a house
that appears to cause potential issues for the septic system due to the proximity to the house. We would like to meet
with you in our office to review that plan and go over our concerns.
Also, it may be beneficial in the future if you arrange a meeting with City staff and all of your builders to review City
requirements that are specific to this development as well as individual sites.
We have afternoons available on Thursday and Friday, November 19&20 to meet with you and Curt Swanson to discuss
our concerns at 4645 St.Andrews Street. Please let me know a time that works for all of you.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physical addressJ
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing address)
'� 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us I � www.ci.orono.mn.us
Office Hours: Monday-Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Thursday& Friday, November 26&27,2015
Thursday& Friday, December 24& 25,2015
Friday,January 1,2016
1
- ��.���,�,� City of Orono
Hardcover Calculation Worksheet
C
�
, , Property Address: 4645 St.Andrews Street,Orono
�`* .+-��"` + Prepared By: Bryan Voit Date: 11/6/2015
SB Job Number: 88035-026 Prepared by: Bryan Voit
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step i:EXtSTING HARDCOVER
In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey
must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For
Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage
separately for each portion.
Ke to Surve Hardcover Item(Describe) Length x Width 7otal(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.j
A Vacant Lot 0 S.F.
g S.F.
� S.f.
� S.F.
E S.F.
F S.F.
� S.F.
H S.F.
� $.F.
� S.F.
K S.F.
� S.F.
M S.F.
N S.F.
� S.F.
P S.F.
4 S.F.
R S.f.
S S.F.
T S.F.
� 5.F.
� S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1)Total Existin Hardcover 0 S.F.
Excludable Hardcover(See Cit Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
{2)Total Excludable Hardcover 0 S.F.
(3)Net Existing Hardcover[Subtract line(2)from line(1)] 0 S.F,
(4)Total Lot Area 92924 S.F.
Proposed Hardcover Percentage[(3)+(4)] 0.00% %
(Proposed Hardcover next page) CEIVED
This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the informoiion NOV 0 � ��1�
contrained herein;however,if any information is not consistent with City Code,the Code provisions wifl prevail.
CITY OF ORONO
. ' ,..�,���J City of Orono
� Hardcover Calculation Worksheet
-� ' Property Address: 4645 St Andrew Street,Orono
�{`''�. '` Prepared By: Bryan Voit Date: 11/6/2015
--�.�-
SB 1ob Number: 88035-026 Prepared By: Bryan Voit
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey
(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the
property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate
hardcover square footage separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A HOUSE IRREAUGLAR 4731 S.F,
B DRIVEWAY IRREAUGIAR 3170 S.F.
C STOOP IRREAUGLAR 142 S.F.
D DECK&STAIRS IRREAUGLAR 310 S.F.
E PORCH IRREAUGLAR 260 S.F.
F S.F.
G S.F.
H S.F.
� S.F.
� S.F.
K S.F.
� S.F.
M S.F.
►� 5.F.
0 S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
� S.F.
� 5.F.
W S.F.
X S.F.
Y S.F.
Z S.F,
(1)Total Proposed Hardcover 8613 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
5.F.
S.F.
S.F.
S.F.
S.F.
{2)Total Excludable Hardcover 0 S.F.
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] 8613 S.F.
(4)Total lot Area 92,924 S.F.
Proposed Hardcover Percentage[(3)+(4)j 9.27% %
(Proposed Hardcovernextpage)
7his is an information packet regarding Hordcover.fvery effort has been made to insure the occuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevoil.
New Construction Energy Code Compliance Certificate
Date Certlficate Posted
Per R401.3 Building Certificate.A building certificate shall be posted on or in the electncal distribution panel.
10/30/15
Mailing Address of t6e Dwelling or Dwelling Unit
4645 St Andrews Street
Name of Residential Contracror MN License Number
Swanson Homes
Community Plan ID
Orono
HERMAL ENVELOPE RADON SYSTEM
Type:Check All That Apply
� 4, X Passive(No Fan)
a^.. "�. , u g' °
� t,;t+,°n y�,�� � °
#A'
� E.. ,a? �' Active(�th fan and monometer or
�,��;a' ;-�'e.� � a >.
w � � � � 0. � othersystemmonitonngdevice)
�
� �°' ° � b �j � q � L.ocation(or future LocaUon)of Fan:
� � o � �? a a ,g�' � �,
Insulation Location �i; •° z � � v O � � �
� � C � � . .
� � c on ao
H � Z w w r° w° � rx rx Other Please Describe Here
Below Entire Slab X
Foundation Wall R-10 X �ter�or
Perimeter of Slab on Grade X
Rim Joist(Foundation) f�-2� X �nterior
Rim Joist(1"Floor+) R-2� X intenor
wau R-20 X
Ceiling,flat R-49 X
ce►w�g,�sulcea R-49 X
Bay Windows or cantilevered areas R-30 X
Bonus room over garage R-30 X
Describe other insulated areas
Building Envelope air Tightness: Duct system air tightness:
Windows&Dooro Heating or Cooling Ducts OuTside Conditio�ed Spaces
Average U-Factar(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space
Solaz Heat Gain Coefficient(SHGC): 029 -8 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code
Fue�Type NAT GAS NAT GAS R-410A Passive
Manufacturer Bryant Rheem Bryant Powered
BA13NA036, Interlocked with e�aust device.
Model 912SB48080S17�Q PROG7542NRH67PV BA13NA042 Describe:
Input in 160000 Capaciry in 75 Output in E 5 OUter,describe:
Rating or Size BTUS: Gallons: Tons:
.4FU&or 92% SEER or 13 Location of duct or system
fficiency HSPF% EEii
HEAT LO55 HEAT GAIN COOLING LOAD
sIDENTiai.Lonn ca,�,c 114,372 61,673 71,194
c�,�s
roim uc
Mochonical Vontilation Systom "metal duct
Describe any additiooal or combined heating or cooling syste�if installed:(e.g.two fiunaces or air Combustion Air Se[ect a Type
urce heat pump with gas back-up fumace Not required per mech.code
Select Type X Passive
Heat Recover Ventilator(HRV) Capacity in cf�: L.ow: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfins: L.ow: 50%=88�c2 High: 80°/a=140 x2 �cation ofduct or system:
Balanced Ventilation Capcity in CFMS: fUR18C2 fOOfTI
Locations of Faas,describe: Cfm's
Capacity continuoos ventilation rate in cf�: 135 5 "round duct OR
Total ventilatioo(internrittent+continuous)rate in cfms: 270 "metal duct
� �, RE��r��D
-v City of Orono
��.;��'-��� ''�'ti���... J�lf� � �a ���16
�' Hardcover Calculation Worksheet
,} , ��
`�'G,'�� ' � Property Address: 4645 St Andrew Street,Orono CITY OF ORONO
�' _ Prepared By: Bryan Voit Date: 12/4/2015
SB Job Number: 88035-026 Prepared By: Bryan Voit
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey
(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the
property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate
hardcover square footage separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A HOUSE IRREUGLAR 4731 S.F.
B DRIVEWAY IRREUGLAR 3272 S.F.
C STOOP IRREUGLAR 142 S.F.
D DECK&STAIRS IRREUGLAR 310 S.F.
E PORCH IRREUGLAR 260 S.F.
F PAVERS IRREUGLAR 658 S.F.
G RETAINING WALL 11X1 11 S.F.
H RETAINING WALL 17X1 17 S.F.
I RETAINING WALL 13X1 13 S.F.
J RETAINING WALL 8X1 8 S.F.
K S.F.
� S.F.
M S.F.
N S.F.
O S.F.
p S.F.
Q S.F.
R S.F.
$ S.F.
T S.F.
� S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1)Total Proposed Hardcover 9422 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover 0 S.F.
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] 9422 S.F.
(4)Total Lot Area 92,925 S.F.
Proposed HardcoverPercentage[(3)+(4)] 10.14% %
(Proposed Hardcovernextpage)
�45 Sl�. i�nd��w.s S h�
This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. ��5 ' ���'�
k5-i3l,�.c I I- l�� CU�G�I�A�"i01'�
r t,
�:- -� y.; �. City of Orono R�������
:'����-� ���'•.
�' Hardcover Calculation Worksheet ��j� � � ����
�� � �
, `
�i', .�i � � Property Address: 4645 St Andrew Street,Orono
�� `• OaONO
_ ._ Prepared By: Bryan Voit Date: 12/4/2015
SB Job Number: 88035-026 Prepared By: Bryan Voit
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey
(survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the
property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate
hardcover square footage separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A HOUSE IRREUGLAR 4731 S.F.
B DRIVEWAY IRREUGLAR 3272 S.F.
C STOOP IRREUGLAR 142 S.F.
D DECK&STAIRS IRREUGLAR 310 S.F.
E PORCH IRREUGLAR 260 S.F.
F PAVERS IRREUGLAR 658 S.F.
G RETAINING WALL 11X1 11 S.F.
H RETAINING WALL 17X1 17 S.F.
I RETAINING WALL 13X1 13 S.F.
J RETAINING WALL 8X1 8 S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1)Total Proposed Hardcover 9422 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover 0 S.F.
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] 9422 S.F.
(4)Total Lot Area 92,925 S.F.
Proposed Hardcover Percentage[(3)+(4)] 10.14% %
(Proposed Hardcover next page)
This is an information packet reqarding Hardcover.Every effort has been made to insure the accuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail.
` � �
s
E�E5IDENTIAL
.
science resources
1345 Corporate Center Curve, Eagan MN 55121
Address 4645 St Andrews St
Unit# City Mound State MN
CFM 50 32�9 Volume 97148
ACH 50 2�0
5/31/2016
Verified by Eric Boyd Date
� (J '
�
C.G�If C�e O� COI'Y��101'1
ouc�seafing P�erformed For:
1 G�
Slnran.son, 1-lon'ie
4645 St Andre�nis St
Oromo, IV�V 55412 ��
q
�
Overall Sealing Results � ��
�
�
�
�/U'1GI1 VN�al'1'iV�, u
YOUR DUCTS HAD: � ��a
f�7
824.4 CFM of Le,ak,age, equivalent to a
155.8 Square Inch Hole �t�o
7his e�a/s 494.srefrig�atcrs fcAr ofa%�/c�s e�ery/�
After we fi nished, �
YOUR DLJCTS HAVE: � �� �� s� aa ��0 7�4
56.5 CFM ofi L,eakag�, eC1UIVal�tllt t0 a �alic�;Tirr+�i�Mir�utes
10.7 Square Ir�h Hole /.�-�Techniaan sabreAer�
lY�s oorresponds to a 93.1%Fieduction in A,e�-oecal Case ID 4166
�� ��� Dete of Seal 3/10/2016
Note: Duc�Leak�ge results are c�lculated in Gtibic ��p��� g�foroed�r 1
Feet per Ninute(CFIVn rrieas�ared at a starxiard
OPERAl1NG PRESSIJRE oF 25 Pa. Seal Desaiption 464.5 St Anc�e�nis St s�plY
return#2
Fiardvu�e Fiorr�e.Seal
.�1 ER05�A�.� ����� ���:
C>uct S�f-z9ir�g From TF�e Inside
. ��r..r 7989 S Suburban Rd
.; ���, Cer�terville, OH4,5458
Phor�e: 937.428.9300
� � � •_� .
�
Certificate o�f �ompletia�
o�sear� �oR„Ba F«:
��
stinransa,, I--�orr�e
464.5 St Arx�-ews St
Oromo, I�/�155412
stx�
�
L
Overall Sealing Results �
�
�
'� 4�f�
�'leCl W�arT1V�, �
�
�
�
YOUR DUCTS HAD: �
u
607.0 CFM af Leakag�, equivalerrt to a
2Qo
114.7 Square Inch Hde
rhis�s�i4.2�;�ata�rrdr of���ass ev�ryhar�:
After we finished, �
YOUR DIJ�TS HAVE: � 1{� Za 3[� 4t� 50 60
Sealir�Tim�ir,hAinutes
61.3 CFM ofi Leakage, equivalent to a
11.6 Square Ind� Hole ae►-�T�,�a�, sa�xea�i
This c�orr�sporids to a 89.9%Reduction in ,A,e,-os��io 4�ss
Dl1Ct LeOk�. O�te aF S�I 3/1a201s
Nate: Duct Leakage results are calculated in C1�bic ��p�,.��;o,.� g�foroed�r 1
Fee�per Ninute(CFIVn measured at a starxiard
OPERAl1NG PRESSURE of 25 Pa. S�I Description 464�St Andr�n�s St suPP�Y
ret�xn 1
I�ardv�e Horrie.Se�al
AEROS�°AI�� ����� �«��
C�uct Seal9ng From ThP Insic�c�
,� �s_ _
7989 S Suburban Rd
,��� ,� �"° � Ceriterville, OH 454.58
Phor�e: 937.428.9300
�
Unfe Time Insp�r InspectionType _ �at N P�mat#_ Address PermitType ProP�y'TYPe ConshuctionType ._ _
:::�: .._..:::.: i
. . . �
5l18t2016 12:�6AM ROGP :RockBedorTrenchtTaNc P ''Y 2016-40377':4645St.Andrews5t Septic Residential 'Sepbc{NeworReplacemmf}
5JZQt2416 12:Q(iAM ROGP As-BuiltHandDrawing P Y 2016-OQ377:4645St.kndrewsSt 5eptic � �� Residen6d 5eptic(NeworReplacem�t}
5t20J2016 12:�AM ROGP 'Final P Y 2016�4Q377':Afi45St.�drews�t Septic � Residentiai �Septic{NesvorReplacem�t}
313f1018 12:OOAM METJ Mechanical-Ra�hh P Y 2416-OO10S 4&45St.MdrewsSt Mechanical Residenti� "Fireplace-Gas
__---.-.__._ _ . _ _ _-_... _.._-- -.... ----- • - ............. __ ____... . _. _ ----.__. ___ __
5t31/2016 12:OOAM ROGP Mechani�al-AirTest P Y 2ti16-U01Dfi 4645St.MdrewsSt Mechanicg Residentid Fireplace-Gas '
5131f101fi 12:OQAM ROGP 'Mechanical-Finsl P !Y 20160010& 4645St.andre�asSt Mechanic� v--�- :Residential Fireplace-Gss '
_.._ _._. ___ _........ __..--- __--- --- ------- __..__. _._ __ _ ___ __ _ __ _ __ _
2f11t2416 12.DOA�6 METO Plumang-Roughln P Y 261 4S45St.AndrewsSt Pium6ang Residentid Fi�ures-tvNrttipie
�+1312@t6 12:Q(3�METD Piumbing-Finai _ P Y Ztt1 4645St.AndrewsSt Plumbing �_ �Residenti� Fixtures-tvNaitiple
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3fit2016 12:OOAM METJ 'Plumhang-Roughln P 'Y 201Cr00095'4645St.kndrewsSt Plumbing Residenti� Fi�ures-Mkd6ple
ZfZ312Q16 12:�AM hiETJ �Mechanicel-Roughh P IY 2016-000�42';4S45St.AndrewsSt h4echanic� '��Residenti� Fi#ures-hiuitipla
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-- __- ._. __----.. . ---- --.._.. �....... ------ -- __ _ _ .__ __ ---...._._ __.._.._ _ .
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'EsaowRefimdRequested 2415-41535 4645St.AndrewsStEscrowFee-TiedtoBuildingPerrt�ResidenGai EscrowFee-Tiedto6uddingPerrt�
-- - ___._.. --- ._L- - _ ----- .. ...........- ----...._. . ---- ------ �----.__ __ ___ _ _ -_....._ _...._.._._ .._ _ ---- ---_ _----
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12/222015 12:OOAM METJ SiltFence(Instailed&Inspet�ed} P Y Zt}1�01430'4645St.Andre9wsSt Ne�vStructure v �Residentid 'SingleFamily
12tZZl1015 12:OQAM METJ Footing�orRebar) P 'Y 2095-4143Q'4645St.AndrewsStNew�ructure ^ Residen6d SingleFamiy -i
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CITY OF ORONO CALLED IN � �-a'��S
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DATE TIME
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Y � _-�` � DATE TIME
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IqUSE WIENplW�110.E5 ME G'Ui OR �f�tion Yiaubbon extaMs Cran fM tnp oP the wN tlown to top of fM I �� I �pX15 pp 711E VENT STAGK BLOLKIN6 AT POINT LOAOS � _
veNernnnoNs nrcc caxv�eTeo �atcbr Poundetlon Yx�lefbn b cov�rb �o���.,��«���,oF ��.µ � ;� J MIN.VFRTILAL DISTMILC 36" R I M D E TA I L R I M �E TA I L �' G AN T I L E V E R `�¢-
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• FLA911 ALL WINOOwB nND DOORS �pl�{tE7E xpg pp��ER-SLAB INSULATION I �T.FAN MAY BE INSTALLFA(AFI03.12� •PARqLLEI.TO FOUNOATION
KILKOUT F1�9111N0 TO BE INSTRLLED �ypy p�gp��y��vr Ineubfion R-10 mYinum NALL B�.OGKIN( ��
BY RpOPERS ❑elpy y�pyytbn eKGMs f"rom top of e6b ko d�dyi Proet M or top of
T. GONTIM/WS VAYOR 9PRRIER RT ���
ALL WALL rRAMINO TO C%TCRIOR ❑fbare ovo�udiaeted epece R-3B mlNnun
IWp ON TOP Or AlL TOP PlA1C0 WINDOWS�DOOR$�SKTLIGMTS �
TAPE ALL Vl.POR Dl�RRIGR9. ❑e`iVay�U-ve4s b 0.32 nwwYnun for wFdowe end�eee doore
rOfM ALL WIRG9 AND ITCM9 THqT ❑evKe�U'vdtM b O.SS md6nun fx ak�Ss PER%.Ml M
PENETRATE VAPoR DPRNiGR,fONM
ARqIND NLL WINDOWS AND OOORS. ❑K'��dOw U-vp1iY CmNeLnL wIU EMrgy LompIH�CB CBrUIYOtf N$TN.L LABEL READWG IRADON REDVGTION w W
10 nttlG 5Y5TE1110M TVE VENT PIPE AT EAGH ROOR
MEGHRNIGAL VEN7ILATION 155UE5 qND N PLLESSIBLE ATTILS�AFI03./.5) 1,�I
f.LL LANTILCVCR9,GORNGR9,6 RIM9 �r�elEmUel m�dwYcd vmtleHon tam ovldoe te venfYeUon
TO BE LOVERED W/BLO6.PMPER � 7� � W�
PRIOR TO 91DIN0. Wr����P� � � �i
❑e�.,�..rtb...y r�ar.t�t�.ntn e�cgy comWa��.c.rwr�at. E•
O p'otcflon t�xcrodv�d�pr�esurWtbn le Mtd�d pr cods LEILBJG ORYWRLL TAPCD �Tf�N1 LAIA.KED.6LUED, �
^9°YO TO'IALL DRYWALL GA9KETE0 TO TOP PI.ATE y
r�qur�m.nls� ORTNALL LAULKED.6LUED, E%TERIOR SXEATNRIG CAULKED.
STUGGO / STONE ATTAGHMENT ENVELOPE IN9ULATIWI FOR%.AN REVIEW pER p�µ �� or 6A9KETE0 TO TOP PLAIE GLUEO.r 6ASKElEO TO TOP PLATE .(���
❑Fbrbr bee�m�nt Y�e�bfbn of R-S mMmm b R-I I mexYnum
❑uiga w� ltice R-09 mHnum.Roof/c�lYg u�anbhe muet heva e a
I.GALL fOR IN'�PECTION TO VERI`Y C011PLIANCE r1EM PAPER �M^Mum 6 amrqy hsM.k-38 vA W dbwW wMn fW Mk�t M �y Q
15 LOMPLCTE IN ONE W W011 AREA. unca^Gr��wd R-3B�xtands ovsr tM�xtrbr wd toG Vbt,et sevo PER%.RN y
❑wood fremb wd YiwAeUon of R-20 or R-13�R-7 R-13 r�fva}n wd TAPED OR SEALED JOINTS IN ��y
Y.�EAi1F3t RE515TIVE BARRIFRS: cevlty Ineubtbn.R-S�N'�rw to conftiuoue nwhtbn �6h9KET�FL�TO B0TT011 PLATE EXTERIOR SVEATHING O i z
■EATIER RE55TIVE BARRIERS OVER f00D BASEO 51EATXUl6 � ���
SIMLL NGI.UOE Y LAYERS OF 6RAOE D PIPER.NOTE TYPE BOTTOM PLATE(AULKED or EX7ERIOR 51EATH9lG GAULKE�.
li IXt IY PELT IS N0T 6RAOE D PRPER.VERTIGAL JOINT3 IN INSPEGTION ISSUES GA9icE7ED 70 3�roFl.00R GLUEO.or On9[E7E0 70 BOnOM 71.niE �F O
PAPER$IW.L BE IAPPEO A1 LEAST 2 INGIES All PIPE JOINTS ANO FITfMJ65 V1 a
3.cvrcc.ine_waui.uaa�e_wcn� GONLEALED YJ9UI.RTION TGOUPlINGS D at TRANSITION �0
ERTERIOR OPENINOS$HALL BE FLASIED.iVE NAILIN6 FLRN6E ��IN6 MD SIIEATNIN6 � �
ON p11�ON5 MILL NOT BE ALCEPTFA FOR fLA5NIN6 UN,E%TIE ❑�b W°�bO"���°�°d et ettic adye SPRAY fOM1 INSUL. SPRA'f 1`OM IIJCMIL. ��O
M/dIUFRGTURERS M5TALLATION IN57RUGTIONS RRE PROVIOED ON �°���������d a°U°!I�btbn cm be MteMd
�ta,��,�,��b��d RYI MINIMUR R21 YIHMNIM �
51TE STATING TFE FLAN(iE 15 AGCEPTABLE A5 FLA5NNIG. ❑„w�}qM oF nbrbr perflfbn urde eM�xt.Mor wds er� �
{.WIIDOW FLANfiES� fremod eo tlot Muletlan cm W Mfd4d ba4uam fM V>'tlHon
PAPER 51W.L BC INSTRLLCO ON TIE BOTTOM ND 510E3 Of YHDOW dM oxt�rbr�MetMg ePfw�wfarbr aheeWg N MetdW SEAL ALL FLOOR OPENINGS Q
BEFORE WSTN.LINB�IILOV.PAPtR ON TIE TOP OP WINDOr$IW.L ❑9roe batwwn fremng wes tne�aw-nde tch e.v dmi�bd by _ � ORYIYALL.CAULKEO.GLUED. E%TERIOR SMEATMIN6 GAULKEO. a
W OVEft TIE YINDOV fLA511N6.�SEGdD I.ATE2 OF PRPER 51W.L CremNy Wy�th�r g ro MuleW et Ur tFr oF ��'µ�-----J x 6A3KETE0 TO TOP PLAIE GLUEO.r GASICETED TO TOP PLATE
BE NSTALLED OVFlt 11E 510E YWpI FLANGES �d�are Mtwun condtbrod xM�rcmdfbnad spews j�
S.%11DOW OVENNGS� I TAPEO OR 3EALE0 JOIN75 IN
eda prbr So freming Mpectbn ere welW I� RtWAU.GAIA.KEO.61.UE0. EXTERIOR SXEATHM6 DnTE�.
GAULK OR TAPE�N0011 OPENIN65 TO MRKE 71EM WATERPROOF. ❑wmdowa m�ot W Fwbt�d md e�dd et Yrotdetbn I I or 6A5KETF1)TO BOTTOM PI.ATE
OT1ER OPENIN65 NUST BE GAU.KED WEATIERRt00F. INTERIOR AIR BARRIER �� 10-20-15
6.PAPFR FJdfIRE YlLL� ❑d fFs ntaps ar�alr e�aMd I� INSTNI LABEL REROMG(RFDON REOUGTION BOTTON PI.ATE CAUIXEO a' EXTFRIOR 31EATMINO LAULKfD.
I� STSTPJI)ON TIE VENt PIPE AT EALH fL00R 8A.5KETED TO SUBFLOOR 6LUFD.ar 6A5KEl@D i0 BOTTON R.ATE REVISIONS:
PAPFR MUST BC INSTN.LfA ON 71E ENTIRE WAI1 ING.UOIN6 ❑�a.��.��.�"�^t end/twe end dilnrys Uragh PER PLAN I I RID N AGLCSSIBI.E ATTIGS I�IOJ.�.!) I I-2-19
Ur Ftarbr eF berrYr r�weYd I I I-b-I�
YI7NIN 71E SOFFIi fR/W ING.ALL PAPER NVST BE INSi11LLE0 ❑e evdatl contlwpro�+tw�br e1-berr4r N Mtdad m tM wrm �I N-L LONTROL JOINTS.50LATqN JON1T5. SPRAY POM IN5UL. SRtpY FOIN INSUL. I I-�-l i
SXtlGIF fR511bH TO ORAIN IX1T. eids of fM bAby ww�bp�et c�iye,web,erW fbor rim �� LONSTRULTION JOINTS.RID ANY O71ER R21 MINNIUN R21 tlIHIMNI
7.FLA511U1G, JOINTS IN GONCRETE 5LAB5 SNN.L BE
�t°r�°° SEAL ALL JOINTS �I �µ,Ep VITH CAULK OR SERLAN7 EX7ERIOR$IEATHIN6 LAUlKEO, EXTERIOR SIEATNING GAULKED.
KICKWT Fl.ASNING IS REUUIREO AT NALL/ROOF INTERSELTIONS O�"bvriw'bMbd fub and dw'rv b esded a�d protec4d ���N y_� I� 6LUE0,r 6ASICETEO TO SLL HATE GLUEO,v 6ASKElEO i0 SILL PLATE
WERE TIIE ROOF LINE OOES NOT E%TEW PAST T1E r/J1. ❑rarrescd kf�!V1Rtuo r�wd�d �FW�M� I I
OTIER OPENINGS SIW.L BE FLASIEO TO MAKE TVEN YEATVERRt00F. ENVELOPE M��it1l.ATION �I
�� SECIF-0 SUMP BASKET
TRTO 5%.L PLA7E W/ iRiD Sp.L PLAIE W/
e,WRvv vstFcn. tnfd bma�vnt we1 tiwAefbn b R-IS mhYnum.mMnum R-10 et a�Mrbr I� SILL SEALER/GRXET 514.SEALER/GASKET
A LONR0510N RE515TANi IIEEP 3CRl1D pIM A 11144UN VERTILRL '��`VOk'��°^'�'O�°�P°�eting houw end gereya b wa4d
8 loow f�MWetlon b pr�vmtW irom snt�rFy tM oevw I MIN.6 NIL OR 3 MIL GRO�
ATTAGHAIENT FLANGE Of 3 1/2 WLIES 51M1,L 0E PROVDED AT OR O
❑MWefbn on akylqht ehefSs dW mtls�RpoaM k�eltica b I �� I TRPEO OR 3EAI.PA JOINT� TAPEO OR SEALED JOIN7�
BELdY TIE FIXMIDATION%.ATE. TIE SLRFf�NUST BE ft.ALED A 1°PERFpRATEV ORAIN I IAMINATED Pq.Y 3HRL1.BE
W on fM uncoMtb�rtl MM EXTERIOR$IEATllp16 6 E%TERIOR SXEATNING 6
MINWUM OF 1 NLIES ABOVE TIE E/RTH OR 2 INLHES ABOVE °UP� 71LE�/FLTER FRBNIG L � J LAPPEO 12"ANO PLAGED BEI.pY Fp,WATION MSULATION fW1IDpTI01J M15ULATIpJ DR�WN BY�.
LONLRETE RND SINLL BE OF A TYPE TXAT WILL ALLOW TRAPPED ATTIG INSULRTIOfJ JJ
WATER TO ORAW TO TIE EXiERIOR.WEEP SCREEDS MAY BE O eltic xuee ps�d FwAelW to R-3B mYinxn fr cig penN end 8�%16"ROLK 1RENLH TIE SLRB AND ON TOP OF{"IIN.SAND 6A5
(I"-I I/2"� PERMEABLE LAYER
JUST BELdI TIE%.ATE LNE IXt NAY EXTEND ONTO TIE R-21 MnYnwn fr wd psM COMM.MO.
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LRTNNDPAPER ����� ENVELOPE AIR SEALIN6 ENVELOPE AIR SEALING
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To: Finance Departmerrt
From: Christine Mattson, Planning Assistant C�
CC: Street File
Date: December 7, 2016
GIL: 101-22205
Re: Escrow Refund
Building Permit#2015-01430 pertaining to 4645 St.Andrews Street is complete. Please refund "
$2,500 to the applicant, Swanson Homes.
The following is attached:
• Original signed escrow agreement
� Copy of cash register receipt showing escrow amount received
Mail to: Swanson Homes
1360 Hamel Road
Medina, MN 55340
w:�,sVeet fileslst.andrews street�46�45�escxow refund 201�01430.doac
� ` BUILDING PERMIT ESCROW AGREEMENT
. Orono Building Permit# � �5� �l�C�
AGREEMENT made this � day of U���x.�, 20�5 �r and between the CITY OF ORONO, a
Minnesota municipal corporation("City")and �4r,f,crsdx.� �S (°Owners").
Recitals
1. A building permit application has been filed for �(o�S ��: A-/�re�5 �crate�d at
the ("Subject Property"), legally described as
7- / . e c 3 �.v���.�5
� - -
2. Owners request the City to review this application which requires City approval and may require
consultant legal and/or engineering review.
3. The Ciry 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$2,500 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.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the Ciry 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
#ZU��— 0 ����f 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 tum 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
Ciry within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced
pursuant to#3. The Ciry may draw from the escrow account without further approval of the Owners to reimburse the Ciry 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 all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement
two times per year to determine whether the requirements of the project have been successfully completed and whether
it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released
upon City Staff receiving the appropriate verification that all requirements of the project have been successfully
completed.
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.
CITY: CITY OF ORONO OWN
By: UI�I��� �
�ts: I�l.�t�l.''�c�'
� � ���
In�emal Use Only: Orlglnal to�pa�fce t O Ca►py to Strest Flle
Packet Last Updated: August 2015
Page 23
-- . .
� tiart�,�a�� � _ 3612!
�yI 136(►Hen,d Ro�j ,n�g °`"pBMY
i��. �a,MN 553�0 �tf�7
MmMia
75-1693-QBp
December 08,2015 $2,5QO.Q0
pav Two Thousarid Five Hundred &UO/900 po!►ars °'4� qnnp�M
Cit�r of Orano
27�0 Keffey Parkway
ro Trr� Orona, AAW 55356
ORDER OF
City of Orono
� 2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt Na: 3.U14766 Dec 9, 2015
Swanson Homes
Planning and Zoning
2015-01536 4645 St. 2,500.00
Andrews St
101-22205
Deferred Rev-Developer Deposit
Total: 2,500.00
Check
Check No: 36125 2.500.OU
Payor:
Swanson Homes
Total Applied: 2,500.00
---------------
� Change Tendered: .00
---------------
---------------
12/09/2015 08:20AM
' • CITY OF ORONO * 2 0 1 5 - 0 1 5 3 6 *
• 2750 KELLEY PARKWAY DATE ISSUED: 12J09/2015
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 4645 ST.ANDREWS ST
PIN : T000121
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 14 BLOCK 3
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: ESCROW FOR NEW HOME PERMIT#2015-01430-PAID BY:SWANSON HOMES-CK#36125-$2,500.00
APPLICANT ESCROW FEE-BUILDING 2,500.00
TOTAL 2,500.00
Source Land Development Inc. payment(s)
18215 45TH AVE N CHECK 36125 2,500.00
STE D
PLYMOUTH,MN 55446-
(763)551-0100
OWNER
Source Land Development Inc.
18215 45TH AVE N
STE D
PLYMOUTH,MN 55446-
AGREEMENT AND SWORN STATEMENT
The work for which this pecmit is issued shalt 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 dces
not grant permission for additional or related work which requires separate
pem►its. All provisions of laws and ordinances governing this rype 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 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 y f e for due cause. ��) y-�
�.. .�/
/ � � C� / �-�-�:..�� � �, � ,
Applicant Perm'ee Signature Dat Iss�y Signatur Date
D�ds _ ; Time Inspector Inspection Type Stat H (Pemtitt A Address Permit Type I Property Type ,Constn�ction Type �
. '
. 5I18/201& 12:00 AM 'ROGP Rock Bed or Trench P Y 2016-00377 4645 St.Mdre�ws 5t Septic Residential Septic(New w Replacement)
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2/23/201fi `12:00 AM M�TJ �Mech�ical-Ro�In �P Y 20'!6-0OQ42 4645 St.Mdrews St Mechanical 'Residential ;Fixtures-Muftiple
--- --...___.._.._........---- -._.__.____.._._....._...__...._..__..._...__._� —
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