HomeMy WebLinkAbout2016-00022 - addn/remodel/repair � ,
,� � , CITY OF ORONO * z 0 1 6 - 0 0 0 2 z *
2750 KELLEY PARKWAY DATE [SSUED: OU15/2016
- ORONO, MN 55356-
� (952) 249-4600 FAX: 952) 249-4616
ADDRESS : 60 SMITH AVE
PIN : 02-117-23-21-0003
LEGAL DESC : ORONO ORCHARDS
: LOT 041 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTNITY : 434-RES[DENTIAL
VALUATION : $ 550,000.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE)
NOTE:CONTRACTOR TO READ&INITIAL BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 3,892.42
STATE SURCHARGE(VALUATION) 275.00
REPLACEMENT HOUSING SERVICES
5200 WILSON RD#150 TOTAL 4,167.42
EDINA, MN 55424- Payment(s)
(952)836-2665 CHECK 3576 4,167.42
Minnesota State License#: BUIL-BC643121
OWNER
MILLER, ROBERT
60 SMiTH AVE
WAYZATA, MN 55391-
AGREEMENT AIYD SWORiY 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 onty the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
sha►1 be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 1 SO days of the date of issuance,or if construction is
suspended for a period of I80 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. � � �7� )
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Applicant Permi e Signature Da e Issued By Signature Date
1 T
City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: Permit number. GLH(�• ^� • ;.
QA, PO Box 66 '
� `w0 Crystal Bay, MN 55323-0066 Date received: l -- � -�C,D
Street Address:� _ ___ Received by: _ ��� / ���
-- �- _ --
�' � 2750 Kelle Parkwa E£ '' �� 1
ti�, � y y C� � :' Plan review fee: �--� . � '
c.` Orono, MN 55356 �
`�kfSHOQ'� Main: 952-249-4600 -�'-���..`.y....'�"t''°�.,, -_ , ��. �? ,
otal Fee: ,_f � � u; , . -- �
Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be retumed. (Please print) �-f r � � ' I �
GENERAL INFORMATION: " � � �
Job Site Address: �� �,..,���� /���
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 approva160 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION: ,
Name: R.�n I.�.,ti.Q�,,.�- 1��„,.,� S�,.,����+,sr�„�:..,,_ us_
State License# (�� �..�,��� Expiration ate: �31r/-�
Phone: (cell) ��Z_-�.,�_S_-Tc��g (office) �ySz-fd3[e-zcoc�
Mailing Address: � Ci : , ZIP: -
Contact Person: �,.., ��..,�,,, Y;��,! Applicant is: Contract / Homeowner (Circle One)
Email and/or Fax: ��,,., C�_��,�,e� ,,.��,�'�im ,�,,,,o sQ��,� .�,c��nn
PROPERTY OWNER INFORMATION:
Name: �,o1�,�ri- IN1,1\,�,,r
Phone (day): �gz..� �S_ ����
Address: (� gti,,;�^ �� City: Q��N,r-� ZIP: 'rJS:'�S I
Email and/or Fax ,�oN,�„-�-�„,,,�,,;lt�.r_.�..�nR.�%.cow�,
ARCHITECT/ENGINEER INFORMATION:
Name: 21�5 /��� 4�,, 1.���s �$�.�- 5�..1���
Phone(day): ��Z, p�,�p_cy�g
Address: � Cit :N ZIP: -rj
Email and/or Fax: r,���rc\-s e.,_c . L��
I �
PROJECT INFORMATION: Description of pro�ect: � i�"'� '` J �� � �� � '- � �
1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8
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
�f Other: (specify) 'Qa h.�.�� ❑ 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.mi n nehahacreek.or
Estimated Construction Valuation (excluding land) $ -rj�Q.pbp
Packet Last Updated. August 2015
Page 21
� r
� � STRIJCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
, a. Length(ft.)= Cc9.33 Number of bedrooms= �'
�Wood/Frame
b.Width(ft.)= 31.. Number of garage stalls: ❑ Masonry
Areas in sauare feet Attached=� ❑ Metal
❑ Pole Bldg.
c. Basement= �� Detached= O ❑ ICF
d. 15t Story = ! 1"�S
❑On-site Prefab
e.2"d Story= � f O�i
❑Off-site Prefab
f. '/2 Story = O ❑Other(please specify):
g.Total Area= 345�1
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
�1 ❑ 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
$1 ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ 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
�f ❑ 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.
Applicant's Signatur � Date: �f�/1 }�
Owner's Signature: Date: ���/G
Packet Last Updated: August 2015
Page 22
,
�-�r Z- ZZ- i l� �l�nS
� , PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
. Address: lY d J/I I l 1'i� 1 �' 1� � Permit No.: LV�v/ -�1�
Description of work: �e��1� �'�,�� Date Rec'd:
Septic review by: Date Approved:
Zoning review by: Date Approved:
� /�,
Building review by: � 1��� Date Approved: z-7 l
Grading review by: � l��� I U'►Vet� Date Approved: 2�L� ��D
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF %
Survey Submitted: 0 Yes � No Date of Survey: Revised date(?):
Landscape plan submitted? 0 Yes � No Landscaper:
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet)= 50%= L.F. below grade
Basement? � Yes � No� Stories
- � �Y.'�... 7� { , . , _ �/�- ....`.
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Siab at or above grade—
START WITH floor(of the basement or crawl space)and measure from hiahest existina
the highest point of the roof. START WITH ��de to the highest point of the
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 existing grade to the
ROOF TYPE) between the highest point of the roof hi hest oint of the roof.
to the low point of the corresponding 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
-/ ` � (BASED ON basemenUcrawl space floor and the the top of the highest
(Y��� �'���� ._._ EXiSTING highest existing grade adjacent to the window and the highest
�� � , GRADES) foundation OR 10 feet(whichever is less). point of the roof
((!! 1 n '�s • ALL OTHER ROOF TYPES
���. `'`'•` _ (flat,mansard,etc):No
EQUALS Deflned building height subtraction.
Deflned building height
�� EQUALS
�'
� �l`.}`- `.%� � � '. ':�4�r'.J ;. ..
� ,� � j� �F �
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
Permit Number: � Yes � No 0 N/A 0 Yes �
� Yes � No 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 s
� Yes 0 No � Yes � No
1 2 3 4 5 Type(s): Type(s):
Fees to be Char ed YES NO
Permit
Plan Review
Sta�e Surcharge
Investigation Fee
SAC-Number of SAC Units
Other(specify)
S uare Foota e $ er S uare Foota e
Basement X = $
1 St Floor X = �
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $
Orono Inspections Required Work Requiring Separate Permits
G Footing 0 Site O Plumbing � Grading/Filling
� Poured Wall G Silt Fence/Erosion Control C Mechanical � Fire
� Foundation Survey 0 Hardcover Removal 0 Septic � Water Connection
� Foundation Waterproofing 0 Other(specify) � Fireplace O Sewer Connection
� Framing � Masonry 0 Lawn Irrigation
0 Insulation 0 Mfg. � Landscaping
� As-Built Survey � Other(specify)
� Final
� Lathe Required State Permits
0 Other(specify)
� Well � Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
0 See Builde . Acknowledgement Form
0 Prior to releas of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2015
�•\fnrmclnlan re�vio�u chocklict 1 fl_9M 5 rinrtv
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f uu .��-�� . ......_�...i,ll. -
I� � YY
February 17, 2016 RECE�VE�
�EB � � 2016
Mr. Roger Peitso �R�N�
Building Official C��( OF
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Re: Plan Revision for 60 Smith Ave.
Mr. Peitso:
The original plan that was to be built at 60 Smith Ave., and which was approved by your
department called for retaining the existing floor cap while adding on to it.
During our demolition activities we determined the existing foundation wall had no
corefills,the structure was actually secured to the foundation with only two small bolts at three
corners, and the existing floor due to excessive span had a 1 '/z"to 2"belly in the center.
These are facts you observed for yourself on your recent site visit.
Included with this letter and enclosures are revised plans for your review which address
the above noted deficiencies.
Regards,
Lon Obe riller
Encl
THE REPLACEMENT HOUSING SERVICES CONSORT [ UM, LLC.
5200 WILLSON ROAD, SU [TE 150 , EDINA, MINNESOTA 55424 952• 836• 2665
WWW. REPLACEMENT HOUSING SERV[CES . COM
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' � 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 fumish 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 federal 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.
o�e l.,ee M�c,G��c� IM�( �-ts-
First Middle Last
CPO ��, ;-h-. ,�.�
Address
Or��o i'''�lV 5'�3S � �)z_'�/�3--vos-Z
City State Zip Phone
I understand my rights as stated above.
' nature
r�
Packet Last Updated: August 2015
Page 7
� � F�r t l � ?�� I 5 P(�.ns
� PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
At�idress: l�� Sm�� �V� Permit No.: L3J�Y/ � ���
'Description of work: �""'tOIU 1��1' ICu r�� Date Rec'd: � �� � ��
��� �uG O5"- � 89��
Septic review by: .�Il�l`�1� �'W�•�� Date Approved: !�r
Zoning review by: Date Approved: I � I��1�
Building review by: Date Approved: � �Z <
Grading review by: ��V Date Approved: �' � � �� l!�
p ?� G� q' '�" �
Zoning District: 1` '� Zoning File#: � '377� eso#: �J�c7 Reso Date:
Zoning: Lot Area: 3���77 S�F/AC Width: Lot Coverage: SF %
Survey Submitted: �Yes 0 No Date of Survey: �Z^3��� Revised date(?):
Landscape plan submitted? O Yes No Landscaper: I h �
�
Pro osed Setbac : � � � Su r� �
'�
Front(L� Rear(�et)� ( N S � W (�NJ S E W Other Buildings Wetland
Side Side
2.9',2 2. ' ` ti��5 I 7 '
Defined Height: Peak Height: FFE: ���•� FFE minus 6 feet= ���`�(Existing Contour)
Perimeter(linear feet) = 50%= L.F. below grade
Basement? �es 0 No, z.- Stories
�" �;_: ;' �.,, . , � � .
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Siab at or above grede—
floor(of the basement or crawl space)and measure from hiahest existina
s�, l `; START WITH the highest point of the roof. grade to the highest point of the
V J`��, .._% START WITH roof even if flll was brought in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
t (BASED ON windows): SubVact half the distance from highest existing grade to the
4 ROOF TYPE) between the highest point of the roof hi hest int of the roof.
to the low point of the corresponding If you have a...
:" gable or hipped roof • GABLE OR HIPPED ROOF
� . SUBTRACTION (no windows): Subtract half �
GABLE OR HIPPED ROOF(with (BASED ON
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 corcesponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION SubVact the distance between the half the distance between
(BASED ON basemenUcrawl space floor and the the top of the highest
EXISTING highest existin rade ad acent to the window and the highest
��'�� �� �j ( 9 9 � point of the roof
,�J�� ,� J GRADES) foundation OR 10 feet(whichever is less). . qLL OTHER ROOF TYPES
�` (flat,mansard,etc):No
EQUALS Defined building height subtraction.
�"'" Deflned building height
` EQUALS
?��0 ��i.,;
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
\
'\�� /\`P .
�' ' Average Lakeshore Setback
Shoreland District MCWD Permit `` Met? B��ff
0 Yes �o Permit Number: � GJ._ �?- 0 Yes 0 No �N/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 sf %and sf
� /� Yes 0 No � Yes No
1 2 3 4 ( 5 J 1..�/1� . TYP �S�JL1��, Type(S)�
u
Y� �Jj(`
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge (/'
Investigation Fee (/
SAC—Number of SAC Units
Other(specify)
S uare Foota e $ er Square Foota e
Basement X = $
1 St Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ ,���, �(Q (�
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site Plumbing 0 Grading/Filling
Poured Wall �Silt Fence/Erosion Control Mechanical 0 Fire
Foundation Survey � Hardcover Removal � Septic � Water Connection
Foundation Waterproofing � Other(specify) �Fireplace � Sewer Connection
Framing 0 Masonry 0 Lawn Irrigation
�,Insulation �Mfg. 0 Landscaping
As-Built Survey Other(specify)
Final
0 Lathe Required State Permits
� Other(specify)
0 Well Electrical
REMARKS (in-house):��� J �,�t� •
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
�See Builder Acknowledgement Form
rior to e mone - uilt su r ca cu a ust be s a .
Updated: October 2015 �
�•\fnrmc\nlan raviow rhocklicf 1(1_9f115 rinrtr
. ''.
� Builder Acknowledgement Form
• 60 Smith Avenue / 2016-00022
Builder
Permit Conditions Initials
Schedule a minimum of one hour for the framing inspection. �O
Erosion control mechanisms must be installed and inspected by the City
proper to any land disturbing activities. The contractor must provide a ��
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.
No underground sewer within 20 feet of well. Q
Prior to the release of escrow funds an as-built survey must be submitted ('�l
and approved. C��v
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 ��
and a building permit to be submitted and approved prior to construction.
W:\Street Files\Smith Ave\60\Builder Acknowledgement Form 2016-00022.docx
� �
�
� � � 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 a�plication will NOT be
accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on
application submittal requirements.
I� ��
X Completed Application �
,
, `
: � � 1� \ -k�
;',4"� �� � �.��� c)�
'ti
� �� �t,
� �Pl�n Review Fee Paid � �'� ��C� �
►
t
\/
X Signed Escrow A�reement & Escrow Payment
�
�
X Building Plans (to scale) x2 � ",
Certificate of Survey (to scale) showing the proposed project & �-;���
x meeting all requirements x2 ��
� Hardcover Calculations (if applicable)
�f��
I am aware that Orono will not issue a building permit without a�R�
copy of MCWD permits (or documentation from the MCWD stating`;
X the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
re ardi this roject.�RWw;,-�-- ��`„�,�� s��M��;� �
Signed by:
Add ress: S„�,�; Qr
Permit #: �� - -_ �, � � �� �-� �-
Packet Last Updated: August 2015
Page 2
Christine Mattson
From: Adam Edwards
Sent: Monday, January 11, 2016 1:16 PM
To: Christine Mattson
Subject: RE: 60 Smith Ave/#2016-00022
No Issues. Stamped it approved.
Adam
From:Christine Mattson
Sent: Monday,January 11, 2016 8:59 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: 60 Smith Ave/#2016-00022
Adam,
We received a building permit application for an addition to 60 Smith Ave. Please review and provide comments.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN j 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
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Monday,January 18,2016
Monday, February 15, 2016
1
' ' � •
Ci of � �
ty Orono 0
( ��No Hardcover Calculation Worksheet
, Property Address: (pf� �,�t'f'E-} �.V�
\\tF HJ�'`~ Prepared by:
lc��' (��k$�,,�} Date: rZ � /�--
Stormwater Quality Overlay District Tier: (Circie one) Tier 1 Tier 2 Tier 3 Tier 4 Tier
Step 2: PROPOSE HARDCOVER `'"!`'��
In the fo owing table, i entify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey
(survey must accompany this form). InGude all existing hardcover items that are intended to remain,as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed 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 uare foota e se aratel for each ortion.
Key to Hardcover Item Describe Total
Surve ( ) Length x Width S uare Feet
Exa le Gara e 24'x 30' 720 S.F.
A r � W v Tlo S O� + $ S.F.
B E 2. ' 3o S.F.
� C� a�.1�v . R�c � ` S.F.
� t V A W„�.dZ t S.F.
E 3Z S.F.
F S 1 P S 6V�..��R- � � _
G �
H S.F.
� S.F. � -7
� S.F. , r(Q� I
K S.F. 3W,
� S.F.
M S.F.
N S.F. � ��
� S.F.
p S.F.
Q S.F. �i�
R S.F. �'�Y�'
S S.F. `I
T S.F. CQV QI
U S.F.
V S.F.
W S.F.
X S.F.
Y
S.F.
Z S.F.
S.F.
1 Total Pr Hardcover 2 O S.F.
Excludable Hankovar See C Codo Sec 7$-1684:
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Exctudable Hardcover - S.F.
3 Net Pro sed Hardcover Subtract line 2 from line 1 p S.F.
4 Total Lot Area S.F.
Propoaed Hardcover Percentage [(3)+(4)] "'��� o�
Packet Last Updeted: January 2015 This is an information packet regarding HaMcover. Every ef/ort has 6een made to
ensuie the accuracy of the infamation contained herein;however,ii any information is
not consisteM with provisions of the City Code,the Code provisions wifl prevail.
Page 17
, ,
City of Orono
c��o Hardcover Calculation Worksheet
s Property Address: (QO �M� ���.
�
`' N • Prepared by: g� ��� Date: �2 $ �..--
Stormwater Quality Overiay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4
Step 1: EXISTING RDCOVER E—'`'�'�'���
in the following b e identify�II items of existing hardcover on the property, keyed by letter to Certifica o
Survey(survey must accompany this fortn). 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'
setbadc line and calaitate hardcover square footage separately for each portion.
Surve Hardcover Item(Deacribe) Length x Width g uare Feet
(�b (��) C24'��7 (720 S.F.)
A 1RR8��l.�e� '1 S.F.
B 6E ' x � S.F.
C �u A S.F.
� S Ct�ir�A�,itS $1"AoPS l bd �S.F.
E
F S.F.
G S.F.
H S.F.
� S.F.
� 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 S.F.
T S.F.
� S.F.
S.F.
V
S.F.
W
S.F.
X
S.F.
Y
Z S.F.
S.F.
1 Total Existi Hard�ver 282Z S.F.
' Ex�h�bh Cod�ltlN�7a-tA84:
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Exdudable Hardcover S.F.
3 Net Exis' Hardc�over Subtract line 2 from line 1 Z. S.F.
4 Total Lot A�ea S.F.
Existiny Hardcover Percer�ye [(3)+(4i] �`j�"'j X
(Proposed Hardcover next page)
Pedcet Last Updated: January 20f 5 This is an informetiort packet regardiny Hardcover. Every ef/o►t has been made to
ensure Me a�uracy ol the information contained heiein;however,if any inhHmation is
not consistent with provisions of tlre Cily Code,the Code provfsions wlll p�vaiJ.
Page 1 B
. ,
. , ' .
City of Orono
��o Hardcover Calculation Worksheet
s„
Property Address: (pQ ��t�'�} �V�
`' No Prepared by: ��- „P��c�,�. Date: rZ $ �S--
Stormwater Quality Overlay District Tier: (Circle one) Tler 1 Tier 2 Tier 3 Tier�4 Tier
Step 2: PROPOSE HARDCOVER `�'��
In the fo owing table,i ntify all items of proposed hardcover on the property,keyed by letter to Certificate of Survey
(survey must acxompany this form). InGude all existing hardcover items that are intended to remain,as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depid proposed hardcover
status of the property. For Tier 1 properties, identify any features by letter whic�are split at the 75'setback line and
calculate hardcover uare foota e se ratei for each ortion.
Key to Hardcover Item(D�cribe) Length x Wtdth Total
Surve S uare Feet
� 24�x 20 S.F.
A r C� v o + S.F.
B � o S.F.
c ac��v . R s.F.
� �v a i s.F.
E 3 S.F.
F g� p' S 6V � S.F.
G
H S.F.
� S.F.
� S.F.
K S.F.
� S.F.
M S.F.
N S.F.
� S.F.
P S.F.
Q S.F.
R S.F.
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 P Hardcover 2 S.F.
�bb 8M� 8�7A-16�:
S.F.
S.F.
S.F.
S.F.
S.F.
2 Totai Exdudable Hardcover � S.F.
3 Net Pr Hardcover Subtract line 2 from line 1 S.F.
4 Totai LotArea S.F.
Proposwi Hardcover Perco�taga I(31+(41 I "�,� X
Packet Last Updated: January 2015 This is an information packet regarding He�dcover. Every eHort has been made to
ensure the accuracy of tha inlormaHa�cartained herein;however,if any informatiorr is
not consistenl with provisans of the City Code,the Code provi�ns►�fl preveil.
Page 17
New Construction Energy Code Compliance Certificate
Per N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible]ocation inside the Date Certifcate Posced
bwlding. The certificare shall be wmpleted by the builder and shall list information and values of components listed in � ,
Tab�e rr>>oi.s. 11/24/15
Mailiug Address af t6e Dwelling or Dwelling Unif Orono,MN
� � ♦
60 Smith Ave
Name of Residmtial CooCrector MN License Number
The Re lacement Housin Services Consortium LLC
THERMAL ENVELOPE RADON SYSTEM
Type:Check All That Apply Passive(No Fan)
����� ��� o c
� :? Active(With fan and monometer or othe
� °' � system moniioring device)
L >,
�
td V G � � 0. �
G �
y R O � U N L � 7
� Q (� (� d = � 7 T
Insulation Location > o z � � � o ro W °
� � `o 'on �n
E E � �o v
o N o a .n o o ° on on
F- � z ci. w w w � rx rY �her Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X interior
Perimeter of Slab on Grade X
Rim Joist Foundation X
Rim Joist(1"Floor+) R-21 X Intenor
weu R-21 X
Ceilin ,flat R-50 X
Ceilin ,vaulted R-38 X
Ba Windows or cantilevered areas R-38 X
Bonus room over ara e
Describe otherinsulated areas
Windows&Doors Heatin or Coolin Ducts Outside Conditioned S aces
Avera e U-Factor(excludes skyli hts and one door)U: 032 X Not a licable,all ducts located in conditioned s ace
Solar Heat Gain Coefficient(SHGC): 029 R-value
MECHANICAL SYSTEMS Make-upAi� SelectaType
liances Heatin S stem Domestic Water Heater Coolin System � Not re uired r mech.code
Fuel T e Natural Gas Natural Gas Electric P�s��e
Manufacturer G�� rr h e n 1'�� Powered
Interlocked with e�chaust device.
Model � ���C -Q 3 Describe:
Input in �0 ,qAo Capacity in Output in � Other,descnbe:
Ratiu or Size BTUS: ��« Gallons�. Tons:
Heat Loss: t, q 1Q Heaz Gain: Location of duct or system:
Structure'sCalculated �l / �!!J
90% SEER: /� '�
Calculated
Efficienc coolingload: 3�'$36 Cfm's
"round duct OR
Mechanical Ventilation System "metal ducc
Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air COR1bU5tlOn Alf Select a T e
source heat putnp with gas back-up fumace): Not re uired er mech.code
Select T e Passive
Heat Recover Ventilator HRV Ca aci in cfms: Low: Hi h: Other,describe:
Ener Recover Ventilator ERV Ca aci in cfms: Low: 7s Hi h: � Location of duct or syste
Continuous exhaustin fan s rated ca aci in cfms: MP C�W+t�CQ� ��m H/t
Location of fan s,describe: Cfm's
Ca aci continuous ventilation rate in cfms: � "round duct OR
Total ventilation intermittent+continuous rate in cfms: "metal duct
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' Vent(lation Quantity
;
(Determine quantity by using Tao�e N1104.2 or EGuation;1-1�
, Square feet{Cond�tionea area mUud�ng ; ----
Basement flnished o��nA�ishedj I ?.`f Q� ; � ���,
l--. . ' 'orai requ red ven2�:at�or i
' i +
Numbe�of Nedrooms � 4� � Cont�nuous veat�iation � i ��
Diredions-Determrne tne tota/ond cont;nuous veniilotion rate by eRher using Toble N1104.2 ar equa6on 11-1.
The�able and equotion are be/ow.
� Table N1104.2 I
_._ _
' Total and Continuous Ventilation Rafes(in cfm) `---�
Number ot Bedrooms
I1 12 3 4 5 6
Conditioned space(ir ratalJ Tota!/ ' Totai/ � ?ota�/ ' 'otai/ � Totai/ �
sq,ft.) r continuous continuous continuous continuous continuous i cantinuous '
1000-1500 � 60/40 75/40 90/45 ; 105/53 , 120/60 235/68
1501-2000 � 70/40 t g5/43 � 100/50 i 115/58 ; 130/55 145/73 I
r 2001-2500 �} 80/40 � 95/48 ! 110/55 i 125/63 ' 140/70 � 155/78
2501-3000 � 90/45 1O5J53 , 120/6fl —35/68 � 150/75`�1(5/g3�
i 3�001-3500 ' 100/50 115/58 130/55 ! 145/73 ; 160/80 ; 175J8$
3501-4000 110/55 125/63 140/70 13�/78 d 170J85 ; 185/93
4002-450D � 120/60 � 135/68 150/TS i 165/83 �+ 180/90 i 195/98
4501-5000 130/65 ' 145/73 ' 160J80 � 175/88 ? 190/95 ; 205/103 �
( 5001-5500 � 140/7Q i 155/7$ ll0/85 ; 185J93 200J100 ; 215/10$
5 �5 61- 000 ' 150/75 165/83 180/90 ; 195(98 ' 210/105 2251113
Equation 11-1
(0.02 x square feet of conditoned space)+j15 x(number of bedrooms+1};-To~.al ventliation rate{cfm�
Total veniilation–The mechanical ver.tilation system shail provide sufficient outdoor air to epual the total ventilation rate
average,fo�each one-hour period according to the above tabie o�equation. For heat recovery ventilators(HRV)and energy
recovery ventilators{ERVj the average hourly ventilation capadty musi be determined ir.consideration of any redudion of
exhaust or out outdoor ai�intake,or both,for defrost or other equipment cycling.
Continuous ventilation-A minimum of 50 percent of the tatat ventilation rate,but not less tnan 40 cfm,snall be provided,
on a continuous rate averege for each one-hour period. The portion of the mechanica�ventilation system intended to be
continuous may have automatic cytling controls pr�viding the averege flow rate for eacfi ho�r is met.
. ,
Section B
Ventilation Method —'—'
iChoose Qither baianced ar e�chaust o� )
, Baian�ro,HRV{I+,eat Reccvery'ventiJator'�or ERV(Ener�y Erhaust on;y
IRecovery Ve�tdatorj-cfm of unit«n low must not exceed continucus Continuous fan rating in cFm i
! ventilation rst;ng bv more tn�n 100�;,
� Low cfm: �� Nigh efm: {y j tontinuous fan razing in dm(capacity musi not exceec
co�t�nuaus venUlation rati b more than 1004bj �T�
Directions-Choose the method o/ventilation,balanced or exhoust anly. Solonced venrilation systerns are typ�caNy NRV or
ERV's.Enier the low and high cfm amoun[s. Low oir flow must be equol to or greoter than the required contrnuous
venCilotion ro[e pnd less than 100%greater than the continuous rote.(For instonce,if ihe!ow cfm;s 4p cfm,ihe ventilotion fan
must nor exceed SO cfm.) Automatic controls may allow the use of a lvrger fan that is operated o percentage of each hour.
Section t
Ventilation Fan Schedule
pescriptior, ' Location Continupus Intermittent
iL�
I
� � �
Directivns-The ventilotion�an schedale should describe what tire fan is for,the/ocntron,cfm,ond whether r[is used for
coniinuous or rnfermittent ventila[ion, The fon fhat is chose for continuous ventilotion must be equo!to or greaier than the
low cfm oir raring ond fess than 10095 greater ihun the continuous rote. (Fo�instance,if the/ow cfm is 4a cfm,the cant+nuous
ventilaiian jon musi not exceed 80 cfm,J Automatic conirols may aJlaw the use oja lorger fan thar is operafed a percentoge of
each hour.
Sedion D
Ventilation Controls
(describe opention and control of the conL nuous and intermitter,t venti�a:��r�� �
i --
I
Dvettions-Describe the vperaiion of the ventilation system. There shouid be odequate defai!for p/an reviewers ond inspectors to verif y
design and insto/latron complionce. Reioted trades olxo need adequate detait for p�ocement of contro�s ono proper aperation of the bui�ding
ventilotion. �f exhaust fans are used forbuilding ven«lotian,desuibe rhe pperodon ond fxotion of ar,y conirols,indicafors andlegends !f
an ERV or HRV is ro be inscc�led,dtscribe how if v+i11 be insta�led.!f it witf be ronneded pnd interfaced wirh rhe a�r handling equipment
pfease describe such connedions os detaited in the monufoctures'irts[ollnt�on insirutt�ons.If the instolJation instruttians require o�
recommend the equipmenf to be rnterlocked with the air ho�dJtng equipment fnr Aroper operafion,such rr,terconnection sholl 6e made vnd
described.
Section E
� Make-up air
'�Pass�ve ;determined ftoro caiwlations from Table 501.3.:i
Powered(determinea f.,:�r�;�culat7ons from Tab�e 501.l.:j �
--- _� ;
� Interlocked with exhausc iev�ce�determined from cakuiatlon frem Tanie 50:.3.1) '���--
Other,descr�be. r- -
� rJt� n�Ak:..,��� (i,.. i:� s�3�.k:�+tti �L+�. SJOd C�v�w �`00_�.
LOCBt�On Of dUCt Or SyStem v8nti18Li0n ft'12kE-up 8if:Determ�ned from maice-up air openmg tabse �«�_�
Cfm Size anC type,rcund,rectangular,flex or rigie) i
(NR means not required)
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Directions-In order to determine the mokeup air,Toble 501.3.1 must be filled o+rt(see belowJ. For most new installations,column
A wlll be oppropriote,however,ijoimospherico0y ven[ed opplionces or solid jue!applionces ore insta!led,use ihe appropNate
co/umn.For exist►ny dwelJlnys,see/MC 501.3.3. Please note,lf the mokeup air quantiry is neqative,na additionot makeup air wit!
be requi�ed/or ventilation,if the value is positive refer to Tab/e 501.3.2 ond size the opening. Transfer the tfm,size of opening and
type(�ound,rettangufar,flex or rigid)to the lost line of sectian D. The make-up air supply must be instaNed per IMC 501.3.2.3.
Table 501.3.1 �
' PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMETlT IN DWEILiNGS
' Add'rcionai combustion aio will be re uired tnr mmh�on appiiances,see KAIR methoe`or wicu;ations�
; One or multiple power pne or muhiple fan- One atmospherinlly vent Mul�pie atmosphoricafly
� vent or direct vent � auiated aDvtiances an6 gas or oil appliance or � vented Qas or oif
i appiwnces or�o power vent or direct veM ene satitl fuel appiiance � appliances or solid fud
1 comb�.stion appliar�es appliances � appiianees
Column C ( Column D
� C_�lumn A � Cp�umn 8 ;
1. � —"-j-- --
' a)pr¢ssure fsctor � 0.15 � 0,09 0.06 j 0.03
cf�r,l ; i
b1 tonditioned floor area(sf}Sincluding Z �p t
` unfinished basemerMs J
Estimated House Infikniion+cfmj:;la
'! K ie1 ; $►D
� 2.Exhauat Gpauty ; .
� a}coMinuous pchauSbOnly venAlatiOn ; _ �� i
sysoem{efm►;{not 0pplipbie to � �
balanced ventilation systems suth as � i
�HRV)
! b}tlothes dryer jcfm) �135 135 ' 13S 135
c)8096 ot Iargtst ezhwst nt�ng{dm);
.�4:: Z� ...,.. 4� r
Kkchen nood tw�alry ,
j (noc aPPlipble'rf rccirculaUne system . •_ - E �
• or H powered makeup air i�elecVinNy �1��� � �
intltrlxked and m to exhaust �
d)SO%of nexc Isrgest ezhaust raling
� (cfm); bath fan typically
� (not appiiable'rf rccir�utating systtm NOt
j or if powered makeup air is efectricaily APP���abfe �
', interlocked and matched to e�ch�ust)
Toiai Exhaust CaPKnY(�+1� a'�
2a+2b+2c+2d a
' 3.Makeup Air Quantity(dm) i ! �
a�totsl etthaust capacity(from aoove) � �7� ;
b)estimated house infikrador(fmm ���
above) ' I
Makeup Air QuantftY(cfm}; -�
(3a-3b1 i i' �' �
! {if value�s negauve,no makaup a�r�s � �
needeQ) �
4.For makeup Air Opening Sizing,refer � ,
� to Tabk 501.4.2 �
A. use tha col�mn rf there are otner than fgn-assi,teo or atmospher:cal�y venrtd gas or ail appiiance or,f;nere a�e nc como�suon appliances.�Power vent and
direct vent appiiantes may be used.i
6. Use tha coiumn i(there a one far.-assisud app�iance per ventingsys:em.(Appliaeces oiner th�n�,mospneriaiiy vented app��ances nay aiso be�nciuded.)
C. Use this column ff tMere is ene atmasphericaNy vented(pther ihan 6n-assisted)gas or oil appliance per venting system or one solid fuPi app;iance
D. USQ thu column if therc are multipfe atrnosphencaily vented gas er oii appiisxes using a comman vent or rf there arr atmosph�rice;ly vented gas or oii
aPPiiances and solid fuel appl'�anca.
N t7 ���c��� A.;t � �� n�u:�rt, �.w►-.+.�, � 3Gc� c fi .w.�
�`W, , l �.j*J4..�
�.�Forms�VentMakupCombAitCaIs041Sll.doos Page 3 of 6
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Makeup Air Opening Table for New and Existtng pwelling
Table 501.3.2
One or mulUpte power One or multiple fan- � Dne atmosphentalty l Muitiple a!mcsphericatiy !
� verK,direct vent assisted appliances ano ; vented gas o�o't 1 venceC gas or pi' Duu diameter
; appt�ances,or no power vent or direct '. appliance er one solid � appiiantes or snlid fuei
� comDustiO�appliances vent appliarxes ' fuel appliance ' app iances
, x
Coiumn A Co�umn B Co4umn C Golumn D �
PassiveoPening 1-36 3-22 , 1-:S I-y , 3---;
Pass+ve open:ng 37-66 23-41
16-28 � 10-.7 , 4
Dauive opening 6i-109 42-66 I 2g_46 18-28 5
PassroecPening ;10-163 67-10d 47-69 � 29-42 6
I
Pass�ve oPenin 164-Z32 SO3-143 7D-94 � 43-61 , 7 -'
' Passrve ope�in 233-317 744-195 : 100-235 52-83 ! g .�� '
Passrve ope�ing � 318-419 i i96-Z58 ' 136-?79 j 84-130 9
w/motorized damper � � '
Passrve oPenmg 42Q�-539-��`-� 259-332 � :80-23G ! 11`-142 :0
w/motori2ed damper � ; ' "
� Pass Ive openin� 544-679 333-419 I 231-290 143-179 11 ,
wJmotorized dam er
�owered makeup a�r s679 >41g I >Z90 n:7g NA
Notes:
A. An eqwualeni iength of lp0 F�t of ro�nd smooth meta!durt�s assumed. Subtratt 30 fee:rc�,he exteror naod and ten Fee:for earn 90•degree elbow to
determ�ne the remaining iength of scraight duct ailowable.
8. If flexible du:t is used,�nc*ease the dua diameter by one mch Flexibk dud sna l be stretched witn minimat sags. Compressea dud shalt not be accepted.
C. Barometric dampen are Rrohibded in passive makeup air opening5 when any atmosphencslly ve^tea app��ance�s nstailec.
D. Powerea makeup air sh;0 be eiectricaily interlacked with the largest exhaust s�stem.
Sedion F
Combustion air � ""
� Not reeuired pe.m+.-chanical corle(No atmospheric or power vented appfiances�
�( Dassive�see IFGC Appendlx E,Worksheet E�21 Size and type 6�' �..t y�
Other,describe: - ____ _ _
�
Explanntion-If no armospheric or power vented app/ipnces are rnsiolled,chetk[he approprrafe box,not requrred. !f a pawe�
vented or atmospherically vented opp/ionce installed,use IFGCAppendix E, Workshee!E-1(see below). Please enter sire and type.
Combustion air vent supplies must communicofe wiih the eppiionce or appliances chat require the cambustian air.
Seclion F cplculations foilow on the next 2 pages.
G:\Forms\VentMakJpC.omoA�rCals�i1511.do:u Page�i af 6
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Directiorts-The Minnesoto Fuel Gas Code method to calcu/oie fa srze of o requlred combustion oir opening,rs tplled the Known Air
lnfiltratr'on Rate Method. For new canstrurtion,46 of siep 41s required to be jilled out.
IFGC Appendu E,Worksheet E-1
Residentiai Combustipn A�r Ca�cuiatwn Metnod
tfar�urnace,Boiier,ana�or Watzr Heater in the Sar*.e Space;
Scep 1:Compiete vented:omoustion appf�nce info•mation.
Furnace/Boiler:
...Drah hood _ Fan Assisied Xp�roct vem Input� �4.-'=`•,L�U Btu/hr
or Power Vent
! Water Meater�
_p2ft NooC �Fan Assssted OIrecL Vpnt Input: ��r�r� g;,;�i�,
� or Power Vent
Step 2:CalCulate the vol�me of the Combustion Appl;ance Spece fG45)containing combus::an app'iantes. � � '�,�� „� ;- ..�
� The CAS ind�des all spaces caonected ro onQ another hy code wmpliant openings. CAS vciume: �4�Z. h' � ,� *., 152
L x t1!x M � yy H �� ----
IStep 3 Determme Air Changes per Nour(ACH►1 -
I �efault ACM values have heen mcorporated inta Table E-i for„se w�tn MethoN 4b iKA1R Method;.
If the year of construcuon o•ACt1 is not known use method 4a tStandaM Method) ��
� Step 4:Determme Requ•red Vclume for[omousUon Aif (p0 NOT COUN7 OIREC'VENT APPUANCE5;
I
� 4a.Standard Method �
Totaf Btu/hr:nput of au comt x:�on appi�dnces Input: Btujhr (
Use Standard Method coi�mn m Table E-1 to find Toxal Reqwrrtl TRV: ft'
vo�ume(TRV)
ff CAS Volume(hom Step 2)is yrrater tlan TRv tMen no outdaor opemngs are needed.
If CAS Votume(from Step 21 B less than TRV then go ro 5'iEP 5.
� 4b.Known Air Inflnaticn Rate�KAIR}Method�DO h0T CDUNT OIRFCT VENT APPiIANCESj
; Total Btu/hr input of ail fart-aAisteQ and power veM aRPi�ances Input �=L,�� Btu,'hr
i Use Fan•Ass�sted App(iances coiumn in 7abte E�1 to finy RVFA "-�J�U g° �
Requ�red voiume Fan Assisfed'iRL�FA) i
i
i 7otal Btu/hr input of atl Nitursl draft appliances InDut: ' 8:u/nr �
Use Natural tlraft Appliances column m%abie E-1 to find RVNFA. '� h�
Required Volume Naturai draft�ppfiances(RVNDA)
Total Requ�rcd vofume(TRVj=RVFA.RVNpA 7qy: ``�J�'=l� • _ ��..``�~..�i'i i R��;
� If CAS Volu me jfrom Step 2}is preoter tlwn TRY Nen no oatdoor upenings are needec.
i If CAS Volume�f�om Ste 2j is kss tlmn TRv then o to 57EP 5.
( Step S:Glculate the nLio af available iirterior vo�ume to the wtat requ�red volume.
jRatio=CAS Velume(from Step 2)divided by TRY�from Step 4a or Step 4h)
_ rtacso s 'C�Z � ���.�, , �Z4
� Step 6:Calculate ReducUon Pactor(RF).
Rf=1 minus Ratio RF-Z. ��Z�1 - •111
Step 7:[alwlate single outdoor apenmg as if ait combustion air is fram ouu�dc.
Total Btu/hr input of ali Ccmbustion Appiiances in the same CAS inpit� ��U(�U Btuihr �
{EXCEPT OIRECT VENT)
� Combustion Air Opening Area{CAOA): �
Total Btu/hr dlvidtd 6Y 3000 Bt:,/hr per;n= fApA= (;r i 3DD0 Btu/hr ce'in'= L(3 ,}= '
C Step 8:Calculate Minimum CA04.
� Mmimum CAOA=CA�A mttkfplied by kF M�n�mum CAOA= Z:i x �'!1 �J,� m �
_ -— � '_�
Step 9:Catcuiate Combustion A r Opening Diameter(t,a,ODf " � �
I
CAOD=1.13 mWtipfied by the squoie root pJM7nimum�,qpp, CApC=:.3� M:�imum;AOA= �M �t m C�ameter �
o up one inch in siz!if usi fle:dua
i If desired ACN can be detern+;ned using,4SNRAE wlcu�ation or bbwer door test Poliow procedures m Sedicn �"�
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Ma�le:�f.dt.eu ci�ne DWxil+��r.D*e�Gn��ai� �� `----- --:
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� YGc r�+-,;�y±�� �-:�er�c�ufe•ie�c��.^iey�s
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RimJoist(Fpundi[ionf Ty.yr,-ky„�i,,C" �•!a,m,t.terro•a�-tet��
i2itt�Joist(1"FloOr-i i T�„e�r.:a::;:a., ���:e^,o�ezte��v a���ieg�a��
��'s ll �
C'eSGn�,flat � --� �
CeiUn ,�aulled -""'
Bi�V1'indo.n or cantile.�red ue�s -
Bonus room o�u garage -
Dcac�lbe otEv insulat�ed arci�
Windows 8 Duors �~ Heating or Coofing Ducts 4utside Conditioned Spaces
F.verzge C•Fac.er(�t,�Cc;skv:`, nu cr.d c�ae coor j L `�ee aFr'.ic:,^ie sl:cacte lceatcr.an c.,adrr�aUee's��ace
So,a:Hesi Crsm Coefiicien�(cNCC� F-vm!ne �
ME CHANICAL SYSTEh1S Make-up Air �e;eu c:�pe
Applianees H��,r,g�ysie�r ;;-es�c'.�aee-H�:cr Ccoi:n8 E�5'a= X Ncc re;;�;rec pe.mr�r :ec�
FueIT�T� NAi �s+/M�+ ��.`TL��•L
Pxss:�c
M a n u fa cw rer �;�{i���.� �,�i�.,�t,,!a,"{
FC'�C�Cc
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� �l��r De_ser�Gt I
Inqv;,r. �Cece�s��,�� C��^u!ir �
F�iU�tkY� �-� '` � C}thu,d�cc�:oe
Hating or Si�x ETiJ� ,,,� �Tcrt
He<;Le,s i` v�y ly �Hesa Gr.,r. Leczr;c;:e`c_c.�or s��s;e�. i
�trucrire't l:alc�lared 1�' .
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MINNEHAHA CREEK � WATERSHED DISTRICT
QUALITY OF WATER QUAIITY OF LIFE
Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements
The Minnehaha Creek and information contained in the permit application, correspondenc�, pians,
maps, and all other supporting data submitted by the applicant, and made a part
watershed t�strict is �ereof by reference, PERMISSION IS HEREBY GRANTED to the applicant
committed to a teadership named below for use and development of land in the Minnehaha Creek
Watershed District. n,�'I„ _ �L�
role in protectir�, L.� v[
improving and managing
Issued to: Robert Miller Permit No: 15-683
the surface waters and
Location: 60 Smith Ave Orono
af�'iliated groundwater
resources within the Puraose� Erosion Control Sinale Family Home
Di�trict,inctudiru�their Date of Issuance: 12/18/2015 Date of Ex iration: 12/18/2016
relationships to the By Order of the Board of Managers
2COSy5tQR15 4�VYfItCh r,.,,� �
�— ``� -
they are an ir�tegrat part. Tom Dietrich
We achieve aur mission District Technician
thraugh regutation, This permit is not transferable without District approval, and is valid to the date of
expiration. No activity is authorized beyond the expiration da#e. If the permittee
�p���p���� requires more time to complete the project, an application for renewal of the
education,cooperative permit must be received by the District,at least 30 days before expiration.
endeauars,and ather The applicant is responsible for compliance with all District Rules and for the
action of their representatives, contractors, and employees.
programs based on
sound science, Conditions: Project to be completed as described in plans submitted to the
MCWD office on December 11, 2015 according to the provisions
innovati�thinking,an of this permit.
• Properly install and maintain all required erosion control
infom�ed and er�ac�d measures until the disturbed areas are re-stabilized
constituency,and the • Notify MCWD in writing upon completing installation of
perimeter and sedimentation controls
cast ef�ecti�use of . When the site is re-stabilized and the MCWD staff has
�������5 pertormed a final inspection, all silt fences must be removed
{Statement concerning fees for inspections, violations, etc... on follawing page)
15320 Minnetonka Boulevard,Minnetonka, MN 55345•Office: (952)471-0590• Fax: (952)471-0682•www minnehahacreek.org
.r , � r.
MINNEHAHA CREEK � WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Insaection/Anaivsis/Monitorins� Fees
The Minnehaha Creek ,
watershed oistriceis A site inspection and monitoring by District staff wili be perFormed where the
committed to a leadership activity involves:
�0�'"p�"'9- • a commercial/industriaUmulti-family residential development
improving and managing • a single family residential development greater than 5 acres or of any size if
within the Minnehaha Creek subwatershed
the su►face waters and . any alteration of a floodplain or wetland
affitiated groundwater • dredging within the beds, banks or shores af any protected water or w�tland
• a violation
resources within the • any project which in the judgment of the District staff should be inspected
District,including their
due to project location, scope, or construction techniques
relafionships to the
In these cases, the applicant shall pay to the District a fee equal to the actual
ecosystems af which costs of field inspection of the work, including investigation of the area affected
they are an;r►teyral part. by the work, analysis of the work, and any subsequent monitoring of the work,
which in the case of a violation shall be at least $35.
We achieve our mission
through regulation, •
����pro�� Standard Fee Schedule
education,cooperative District professional staff $ 65.51*
District interns $ 40.35*
endeavors,and other District clerical staff $ 46.69"`
programs based on Consulting Senior Engineer $ contracted rate
Consulting Engineer/Technician $ contracted rate
sound scie�e, District Counsel $ contracted rate
Application fee $ 10.00 -
innovative thinking,an Copy costs $ .25 + actual staff time
informed and engaged Color copy casts $ 1.00 + actual staff time
constituen�y,and it�e
cost effective use of * Hourly
pubGc funds.
15320 Minnetonka Boutevard,Minnetonka,MN 55345•Office: (952)471-0590• Fax:(952)471-0682•www.minnehahacreek.org
. ,
Christine Mattson
From: Robert Miller <robertlmmiller@outlook.com>
Sent: Tuesday, February 14, 2017 3:15 PM
To: Christine Mattson
Subject: Re: 60 Smith Avenue/#2016-00022
Attachments: 2-14-2017 Survey.pdf
Hello Christine,
Attached is the updated survey with the garage stoop. The landscaper will be by late this week to pull the
heat blankets and put down mulch. I will send a separate note once this has been completed so that your
inspections can take place.
Please give me a call or send an email with any questions.
Best regards,
Rob Miller
60 Smith Ave.
Orono, MN 55391
(952-715-1576)
From:Christine Mattson<CMattson@ci.orono.mn.us>
Sent:Thursday,January 26,2017 9:29 AM
To: 'robertlmmiller@outlook.com'
Cc: Melanie Curtis
Subject:60 Smith Avenue/#2016-00022
Good Morning Robert,
Following up on our conversation last night attached is a copy of the as-built survey submitted dated 10-7-2016. The as-
built survey does not show the stoop outside the garage door. When the weather permits please have the surveyor
update the survey to show all existing exterior improvements. We will perform a site inspection when the weather
permits(i.e.snow has melted)to confirm the as-built survey accurately reflects the current site conditions and to
confirm the final landscaping has been completed and there are no exposed soils.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I 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
1
Christine Mattson
From: Melanie Curtis
Sent: Wednesday,January 25, 2017 2:57 PM
To: Christine Mattson
Subject: FW:60 Smith Ave/#2016-00022
Melanie Curtis
"�"952.249.4627 �mcurtisCalci.orono.mn.us
From:Adam Edwards
Sent: Monday,October 17, 201611:57 AM
To:Christine Mattson<CMattson@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us>; Mike Gaffron
<MGaffron@ci.orono.mn.us>;Jeremy Barnhart<jbarnhart@ci.orono.mn.us>
Subject: RE: 60 Smith Ave/#2016-00022
Chris,
I've reviewed the as-built. It does appear to conform to t the intent of the approved plan. Melanie and I conducted a
site visit this morning. Comments:
1. There is a concrete landing on the south west corner of the garage which is not depicted on the survey. This
should be added to the survey.
2. With the exception of the area along the southern portion of the garage,the lot has been sodded/vegetated.
Adam
From:Christine Mattson
Sent: Friday,October 14, 2016 4:10 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us>; Mike Gaffron
<MGaffron@ci.orono.mn.us>;Jeremy Barnhart<Ibarnhart@ci.orono.mn.us>
Subject:60 Smith Ave/#2016-00022
Adam
We received an as-built survey for 60 Smith Ave. Please review and provide comments. An electronic copy is attached
and the file is near your inbox.
1
A couple of things:
• Melanie received a complaint about the elevation on the South side of the house being higher than previous and
causing water/drainage problems.
• Also I believe there is a service door on the south side of the house and a cement landing,which doesn't appear
on the as-built survey. The neighbor is also concerned about this landing and how it affects the grading.
A meeting may be required between all involved parties-you, Roger, Melanie and Mike.
Thank you.
Chris^'
z
Christine Mattson
From: Melanie Curtis
Sent: Wednesday,January 25, 2017 2:58 PM
To: Christine Mattson
Subject: FW: 60 Smith Ave/#2016-00022
Melanie Curtis
'�952.249.4627 �mcurtisCa�ci.orono.mn.us
From: Melanie Curtis
Sent: Monday,October 17,2016 12:03 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Christine Mattson<CMattson@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Mike Gaffron<MGaffron@ci.orono.mn.us>;Jeremy Barnhart
<jbarnhart@ci.orono.mn.us>
Subject: RE: 60 Smith Ave/#2016-00022
• Sec.78-1405.-Nonencroachments.
(a)The following shall not be considered to be encroachments on yard setback requirements:
• (3) Terraces, steps,uncovered porches,stc�c��s or similar structures which do not e�ctend al�t��the�h��t��the
gr€run�l'floor level of the princi���.l�in�and e�end tt�a distance of not less than two feet frcyrn a�y�c►t line.
Window wells including those for fire egress which do not extend more than five feet from the building. Sidewalks,
driveways and parking areas when constructed, located and used in compliance with other provisions contained
within chapter 78. Driveways may extend to within five feet of a side lot line.
Once the stoop is placed on the survey we can verify the location conforms to 78-1405 (a)(3).
I will notify the properly owner of the 2 foot requirement as she indicated the stoop needs to be repoured.
Melanie Curtis
'�952.249.4627 �mcurds@ci.orono.mn.us
From:Adam Edwards
Sent: Monday,October 17,201611:57 AM
To:Christine Mattson<CMattson@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us>; Mike Gaffron
<MGaffron@ci.orono.mn.us>;Jeremy Barnhart<ibarnhart@ci.orono.mn.us>
Subject: RE:60 Smith Ave/#2016-00022
Chris,
I've reviewed the as-built. It does appear to conform to t the intent of the approved plan. Melanie and I conducted a
site visit this morning. Comments:
1. There is a concrete landing on the south west corner of the garage which is not depicted on the survey. This
should be added to the survey.
2. With the exception of the area along the southern portion of the garage,the lot has been sodded/vegetated.
1
Adam
From:Christine Mattson
Sent: Friday, October 14,2016 4:10 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us>; Mike Gaffron
<MGaffron@ci.orono.mn.us>;Jeremy Barnhart<ibarnhart@ci.orono.mn.us>
Subject: 60 Smith Ave/#2016-00022
Adam
We received an as-built survey for 60 Smith Ave. Please review and provide comments. An electronic copy is attached
and the file is near your inbox.
A couple of things:
• Melanie received a complaint about the elevation on the South side of the house being higher than previous and
causing water/drainage problems.
• Also I believe there is a service door on the south side of the house and a cement landing,which doesn't appear
on the as-built survey. The neighbor is also concerned about this landing and how it affects the grading.
A meeting may be required between all involved parties-you, Roger, Melanie and Mike.
Thank you.
Chris^'
2
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� DESCRIPTION
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
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�Q ❑ F NDATION 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
4� ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMO L
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INSPECTOR WILL RETURN ❑CITATION ISSUED
�STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Call br the next inspection 24 hours in advance. 95 9-4600
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Inspector:
WhiM CcPYAnspector's Fi� Gnary CoPYlSite Notke
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DATE TIM�P
CITY OF ORONO CALLED IN �'� �`Z-�`o
INSPECTIOI���PIQIIC�'� ,_SCHEDULED � �
PERMIT N0. G� �OMPLETED
ADDRESS �� � �--��
OWNER TELEPHONE NO�� �a' 3�3I
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� DESCRIPTION
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Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ 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
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN
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❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 ho in advance. 52� 9-46��
OwnedContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSfte No ice
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DAT TIME
CITY OF ORONO CA�LED IN �7- ��-�'
INSPECTION N jIC/E- ��SCHEDULED 7-��-l� �' �
PERMIT NO.���/� COMPLECED
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
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INSPECTOR WILL REfURN
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 ho in advance. (g52.��=�600
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
� C„ � /
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N/�OTICE SCHEDULED
PERMIT NO. G-�I�—��COMPLETED
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OWNER TELEPHONE NO. �5��5 —/�g�
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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
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� `'��NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDEFi POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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White Copyllnspector's File Canary CopylSite Notice
F f ( .' �
�-�'�' � � � DATE TIME
CITY OF ORONO C%��"`LED IN
INSPECTION NOT�E�y� SCHEDULED �' � /� �1'�
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INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REWIRED.CALLTO ARRANGE ACCESS.
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Inspector: �..��� �-•
White CopyAnspectoPs FII� Canary CopylSit�Notks
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DATE TIME V
CITY OF ORONO CALLED IN
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wn��covrn�s�cor.Fiu C�nup CoVylSib Notia
�, DATE TIME
CITY OF��RONO CALLED IN
INSPECTFON NOTICE SCHEDULED
PERMIT NO. 26110 ' �(?bl.Z- COMPLETED 3:�O
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OWNER TELEPHONE NO.
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
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Q ❑ INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (g52) 249-460�
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White Copyllnspector's File Canary CopylSite Notice
p�� TIME
C(�QF QRQ�I�Q CALLED IN
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PERMfr NO.s�� -OAv11 � L_,LQ—/
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� DESCRIPTION
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The Gregory Group �rvvo O. 84 43
51TE PLAN SURVEY FOR: d.b.a. Benchmark:Top of manhole on centerline F.B.NO. 1050-58
RDS ARCHITECTS LOT 5URVEYS COMPANY� 11V C. of Smith Avenue opposite Nc.60. SCALE: 1" = 3�`
Elevation=992.38 feet
Established in 1962 � Denotes Found Iron Monument
Property loCated in Section LAND SURVEYORS ��'�m������� O Denotes Iron Monument
2,Township 117,Range 23,
Hennepin County,Minnesota
REGiSTERED UIJDER THE LAi��S OF STATE OF MINNESOTA JAN � 7 �p�5 x000.0 Denotes Existing Elevation
76�1 73rd Avenue North (763)SfiO-3093
Pi0 ert A d dress:6 0 Smit h Avenue,Orono MN 55 3 9 1 Minneapolis,Minoesota 55428 Fa7c No.560-3522 000.0 Denotes Proposed Elevation
p Y , �— Denotes Surface Drainage
��������� (�p��j f j���p C�� � O N� ��—��__. Denotes Existing Contour
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Existing Hardcover Proposed Hardcover
Residence=979 sq.ft Residence= 1784 sq.ft
Garage=398 sq.ft Driveway=621 sq.ft N
Driveway=830 sq.ft Deck=324 sq.ft o
Decks,walks&stoops=615 sq.ft Sidewalk= 180 sq.ft '`��� �
Total Hardcover=2822 sq.ft Total Hardcover=2909 sq.ft p�ar S��gd , , � �!` �
Area of Parcel=36677 sq.ft Area of Parcel=36677 sq.ft 35�� mg� ,,-' •+ w=
Percentage of Hardcover=7.7% Percentage of Hardcover=7.9% 3a5 p0 -'� �, �
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The Gregory Group INVOICE NO. 84143
SITE PLAN SURVEY FOR: d.b.a. Benchmark:Top of manhole on centerline F,g,Np, 1050-5$
RDS ARCHITECTS LOT SURVEYS COMPANY� 11V l�. of Smith Avenue opposite No.60.
Elevation=992.38 feet SCALE: 1" = 3��
Established in 1962
� Denotes Found Iron Monument
, PTope1'ty IOC3t0C{ln SBcttOn LAND SURV -L+Y�RS ",� O Denotes Iron Monument
2,Tow'nship 117,Range 23, REGiSTERED LJNDF,R THE LAV��S OF STATE OF MINNESOTA � x000.0 Denotes Existing Elevation
Hennepin County,Minnesota
7601 73rd Avenue North (763)560-3093 i l i j '7 n r;,,-,
Minneapolis,Minnesota 55428 Fa�i No.560-3522 -'�"'��� l !.',;i�.; 000.0 Denotes Proposed Elevation
Property Address: 60 Smith Avenue,Orono,MN 55391 � � �— Denotes Surface Drainage
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Existing Hardcover Proposed Hardcover
Residence=979 sq.ft Residence= 1784 sq.ft
Uarage=398 sq.ft Driveway=621 sq.ft N
Driveway=830 sq.ft Deck=324 sq.ft o �`]�(t��
Decks,walks&stoops=615 sq.ft Sidewalk= 180 sq.ft ,, ��� � � 1� ����
Total Hardcover=2822 sq.ft Total Hardcover=2909 sq.ft p\at ��ed ,- ' �. c.s� ;1
Area of Parcel=36677 sq.ft Area of Parcel=36677 sq.ft 3a5 O� meas ,,,,��� �\` w
Percentage of Hardcover=7.7% Percentage of Hardcover=7.9% 3 � m
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� ���`3,9,��' n��� iP�y� °'� a,, ,�d° � ��G�,; o ` � `� `� `� under my direct supervision and that I am a duly Licensed land
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2-i `. ��� a,>� No°� ` � `� � � �P���� Surveyed this 21st day of July 2015.
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The Gregory Group INVOICE NO. 84143
SITE PLAN SURVEY FOR: d.b.a. Benchmark:Top of manhole on centerline F.B.NO. 1050-58
RDS ARCHITECTS LOT SURVEYS COMF'ANY, INC. af Smith Avenue opposite No.60. SCALE: 1�� = 30�
Elevation=992.38 feet
Established in 1962
Pro ert located in Section _ � (`� � Denotes Found Iron Monument
p y LAND SURVEYC►RS �1�
� O Denotes Iron Monument
2,Township l 17, Range 23,
Hennepin County,Minnesota REGISTERED LTNDER THE LAWS OF STATE OF MINNESOTA . � x000.0 Denotes Existing Elevation
7601 73rd Avenue North (763)560-3093 000.0 Denotes Proposed Elevation
Minneapolis,Minnesota 5542R Fax No.560-3522
Property Address: 60 Smith Avenue,Orono,MN 55391 �,�' �— Denotes Surface Drainage
������ ri(5�7�� Ift W I �.��������� "� ` - " _ ___ : Denotes Existing Contour
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Existing Hardcover Proposed Hardcover 998•0 Proposed First Floor
Residence=979 sq.ft Residence= 1784 sq.ft N 996.3 Proposed Top of Block
Garage=398 sq.ft Driveway=621 sq.ft
Driveway=830 sq.ft Deck=324 sq.ft � 995.6 - xisting Top of Block
Decks,walks&stoops=615 sq.ft Sidewalk= 180 sq.ft -'�,� �
Total Hardcover=2822 sq.ft Total Hardcover=2909 sq.ft �0 p�a� e.�SU�ed , ,-' `� W
Area of P�arcel=36677 sq.ft Area of garcel=36677 sq.ft 385�0 m //, , �.\\ �
Percenta e of Hardcover=7.7% Percenta e of Hardcover=7.9%
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�'� � = ' �� � P s �� Q�Paa o � � �°� � `� `� �� � I certify that this plan,specification,or report was prepared by me or
�_y, ,y�-' `N� „� �ao� + �,� ,�o �q2_6 0 �� ; „d �� �� � � C�� Qf �C�n� under my direct supervision and that I am a duly Licensed land
�� `�`����Q`\ �J/L ����°� \ ��\\ `�\ �\ ` Planning&Zoning Plan Review Surveyor under the laws of the State of Minnesota.
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To: Finance Department
From: Christine Mattson, Planning Assistant t ��
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CC: Street File
Date: February 23, 2017
G/L: 101-22205
Re: Escrow Refund
Building Permit #2016-00022 pertaining to 60 Smith Avenue is complete. Please refund
$2,500 to the applicant, Robert Miller.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Robert Miller
60 Smith Avenue
Wayzata, MN 55391
w:�street files�.smith ave\60\escrow refund 2016-00022.docx