HomeMy WebLinkAbout2014-00747 - new structure ` ° " ' CITY OF ORONO
� 2750 KELLEY PARKWAY * z 0 1 4 — 0 fd 7 4 7 *
DATE ISSUED: 09/25/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 3320 NAVARRE LA
PIN : 17-117-23-44-0059
LEGAL DESC : WILEYS NAVARRE ADDN LAKE MTKA
: LOT 001 BLOCK 000
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 204,794.46
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,
LAWN IRRIGATION,ELECTRICAL(STATE)
NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUND�JON SURVEY MUST BE SUBMITTED AND APPROVED BY THE
CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: j- G
NOTE: PRIOR TO ISSUANCE OF A CE$T�FICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND
APPROVED BY STAFF. INITIAL: Q 1�
NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE
COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVF}�)�EMPORARY CERTIFICATE OF OCCUPANCY
(TCO)MAY BE NECESSARY. A TCO REQUIRES A$IQ000 ESCROW. INITIAL: IG"
NOTE: PRIOR TO RELEASE OF��ROW MONEY,AN AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST BE SUBMITTED
AND APPROVED. INITIAL: l�
APPLICANT PERMIT FEE SCHEDULE 1,686.75
PLAN REVIEW 292.50
CUBE, INC STATE SURCHARGE(VALUATION) 102.40
4825 HANOVER ROAD
MOLJND,MN 55364- TOTAL 2,081.65
(651)270-3199 Payment(s)
Minnesota State License#: BUIL-650923 CHECK 7813 2,081.65
OWNER
CUBE INC.
4825 HANOVER ROAD
MOLJND,MN 55364-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable Ciry approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires 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 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 aze
requested in conformance with the State Building Code.This permit may be
revoked at y time for due use.
J� ZS l 9 ��`���
pl' ant Pe ignature Date Iss d By Signature Date
� . � � � ���� �
City of Orono j� �
� � g�.
Building Permit Applicatio
for New Structures or Additions
Mailing Address: Permit number: /�� �Q7�
���0 CrysBtal Bay, MN 55323-0066 Date received: �� •l
StreetAddress:' Received by: T
y ,�- 2750 Kelley Parkway Plan review fee: �Q .
F �` Orono, MN 55356
�qkFSHo�`` Main: 952-259-4600 Total Fee: a�! ' ���
Fax: 952-249-4616 v��r�w c� oror��o mr� us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P/ease print)
GENERAL INFORMATION: . /
Job Site Address: 3��C� N �r U�} �2 R� �-- A-� �
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
If yes, a specia/event permit is required with Police Department and Ciry Council approval 60 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: �� e. l �e _
State License# - C� Z� Expiration Date:
Phone: cell ES 'ZZrJ 3 office (o �'Z?� 3
Mailing Address: � Z� t�V�pJ�2. � � City: a�v1 ZIP: �.S' ��{
Contact Person: �`M�:� Zµ�1�-- Applicant is: � / Homeowner (Circle One)
Email and/or Fax: c_t� 8� � t^C �C�—Cx-1 J L� �`�
PROPERTY OWNER INFORMATION: � � �� � �c
Name:
Phone (day): �S Z�1U <_ 1 -i
Add ress: � 'b ZS � A ���`�R �� City: M�l..'l V1�1 ZI P: � �� �1{
Email and/or Fax C� '�c�j�C i� '�-C��G� , C�J i`n
ARCHITECT/ENGINE�R IN�OR�MATI�N��. � � ,�
Name: �—
Phone (day): , Z 33l� 3 3
Address: Cit : ZIP:
Email and/or Fax. j.,_ n� y 7 b � L A �rJo , �� �"�
�
PROJECT INFORMATION: Description of pro�ect:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8�
Water Supply
�New Construction �(Single Family with �Residence
❑Addition attached garage Garage/Accessory Bldg. �Public Sewer
❑ Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage �Public Water
**Any earth movement may require ❑ Commercial ❑ Other(specify)
MCWD review&permits. ❑ Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify)
18202 Minnetonka Blvd
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ � �''� dG�`� �''�
Packet Last Updated: 04/19/2013
Page 22 of 23
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions (continued) 2.Type of Construction .
a. Length (ft.)= 5� Number of bedrooms= �
�Wood/Frame
b.Width (ft.)= � Number of garage stalls: ❑ Masonry
Areas in square feet Attached = Z ❑ Metal
❑ Pole Bldg.
c. Basement= � �Y'� Detached =
❑ ICF
d. 15t story = �3 c z
❑ On-site Prefab
e• Z�d St°ry- ❑ Off-site Prefab
f. '/z Story =
❑ Other(please specify):
g. Total Area= ���-
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
N ot
Enclosed A licable
❑ Permit A lication
❑ Pro osed Buildin Plans
❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all re uirements
❑ Stormwater Pollution Prevention Plan
❑ Hardcover Calculation s
❑ Se tic S stem Site Evaluation Re ort
❑ ❑ Access Permit
❑ Wetland Buffer Im rovement Plan
❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ;j� Minnehaha Creek Watershed District Permit s
❑ ❑ Plan Review Fee
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building DepaRment;
• 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 alt site improvements.
Applicant's Signature: " Date: � � � � �
Owner's Signature: Date: � �� � �
Packet Last Updated. 04/19/2
Page 23 of 23
� ��l��'� ������� ��������� ��'� ��� �����i����� ! ���'���Q���
Adc�ress/Perrnit t��r�b�r: ���V ����9 �1.-- ����
D�scrip�ior� of wQEk: � �''� �
Septic revEevd by: �>Q�� Date APProveci:
Zoning review�y: Dst�Appr�vec�•
�uilding r�vie�by: aate Approvec�: �'- S - �`�
Grac�ing review by: �ate App�ovec6: �t ' Z+�-�L�•
ZQnirtig District: �,N�!�--- Zonireg File#: Reso#�: Re�o Date:
(_6r� .. t.a.- �'.•j,:�1';;�
Zoning: Lot Rrea: � ` �.. S�`/AC � 1d�idth: Lot C�verage. ���+ �, { �, SF %
Sc�n�►ey Submitted: ��Yes 0 No Date af Surve�: � ` � ` t�4 Revised date(�)•`
Pro osed Setbacks:
Front e6 Rear S et � � �� � ) (. S E Yil
����� � �==`� Si�€ 1� Sfde� ) Other BuEicEing� 1�etiand
� ' �: ' � r �+., r
+.f
Defned Height: � •� Peak kei�ht: �� FFE: ���+� FFE rninus 6 geet= �'.�•� {Existf�eg Contoui
l�erimeter(linear feet)= 50%_ #of Stories�Ok?�YES
FOR A BUILDING WITFi A BASEMENT OR CRAVML SPI�CE:
The distance between the lowest FOR A BUILDING ON A SLA►6 FOUkDATION:
START WITH propos�floor(of'the basement or crawl
.* ��-' space)and the h' hest
., -` �g poiM of the roof. START WITH T�distance belween tfie top of slab and
If you have a... the highest poiM of the roof.'
If you have a.'..
• GABLE OR HlPPED ROOF(no . GABLE OR HIPP�PD1f 00 F(no
windows): Subtract half the windows): SybC�act haN the distanc
distance between fhe highest poirrt belween,tM�highest point of the ra
of the roof to the low point of the �
. ` SUBTRACTION cortesponding gable or hipped►oof SUBTRACTION to t#le9ow point of the cortesporidin
�`� ga'�le cr hipped roof
�..
(BASED ON ROOF . Gqg�E OR HIPpED ROOF(with (BASED ON .,- GABLE OR NIPPED ROOF'(with
TYPE) ; ' windows): $ubVad hali the ROOF TYPE) ,�` windows)' SubtracC half the d'istanc
distance between the top of the between the top of the highest
highest window and the highest window and the highe&t point of the
point of the roof r�' roof`
• ALL OTHER ROOF TYPES�flat, ���f � ALL OTHER ROOF TYPE$(flat,
mapsard,etc):No subtraction. mansard,e :No subtraetion.
Subtract ihe distance between the. DfflbN Add the dista�ce between the top of slab
{�: SUBTRACTION ,•y {BASED ON and the hiphest existing gtade adjacer�t t�
:=���� � (BASED ON EXISTING ���nUcrawl space floor and the � EXISTING the foundation.
��� GRADES) highest existing grade adjacent to the GRADES
� fowdation OR�0 feet(whi�hever is iflss): ' EQUALS Deflned bullding height
� ��r� EQUALS Deflned building heigM
Shoreia�nd Distr�ct l�4C�1fD Pennit R�ceived Av�ra e��keshore S�fbsck Met? Biuf€
� Yes � No �N/A CZ Yes IVo
r� Yes � No C] Yes � No �N/A
Permit Number. � Setback:
Storm�nra.ter�uaf�r �cisting �ropo�ec9 Variance F�ec�uirecf CUP RequirecE
Overi� Di�trict Tier tiarcicover Haedcover
� .� .° 3 '; > Q Yes No Q Yes No
;�" . . , � TYPe(S)� Type(s):
'� :-Z
.�.
Updated: January 2013
v:\forms�plan review chedclist 2013.docx �� �� ���� � �����
��
RE(�aRK� (in-house):
Fee�to be Ch�r ed �S ��
Psrr�t�k
Pian Revi�w � '
b`tat�S�sct�a�$e . : �"
Mvestigation Fee �
$�►C—Nutnber o#5�1�Units , u.� ro ��i-�.-, ; �.�'
Other(spec'ify) �
S �sare Foota e $ r S uare Poota e
Basement G f,►v X �'r5•�'.� _ $ la�' � �i•�
�S:Fioor a C32 X ��.'?.3 , _ $ ii
2nd Floor X = $ i�''/j�K(�
Garage �� X �0.�� _ $ � � 4�'1 Z.. 2.D
Estimated Consteuction Vatue: �=.����s�b
` Orono Inspections Required 1lfiork Requiring'Separate Permits Required State Permits
C1 Site � Plumbing O Grading/�illing G Well
f� Hardcover Removal � Mechanical � Fire � Electrical
�' Footing ' � Septic � Wa#er Connection
Poured 1Nall !3' Fireplace �'.Sewer Connection
� aundatian Sunrep Q Masonry ,� Lawn Imgation
Radon Rock Bed ��f9•
�Framing O Other(specify)
�'Insutation �
� s-Butlt Suryey
�inal
C3 Wetland Buffer
O Other{specify)
REII�A�KS (in-house):
%�
Otf�er Review: Revi�wed by: Date Approved: :
Acces�: Existing: � YES Q NO New: � YES Ca NO
t
OFFIClAL RENiARKS-TO BE t�IOT QN PERNEIT/�ND iRtTIALLED �
� � � �
.
Updated: January 2013
v:�fortnslplan review checklist 2013.docx
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Gj�V<M.��•—
Call 48 Hours before digging
F O U N DATI O N G E RTI F I CATE GOPHER STATE ONE CALL
�f�r\ Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
CUBE INC. N
\
0 20 40
G S22�S �
�R�na� -
� \ �o � Y��r� SCALE IN fEET
� o��
O 'T _b_'Q� � .
�,'�,�s�, ; 2p - ;�;�_ LEGEND
��c��e�� ��� � ' ` ��� • DENOTES FOUND PROPERTY IRON
{�'� , �0 /��S � DENOTES SET 1�2" x 18" REBAR
�� h'���'O" y�; 3n WI7H PLASTIC CAP "PLS 25105"
,pp�96z� ��' DENOTES BOUNDARY LINE
�
y � u ���" b
��;" S
� a i�1Q / ��5e /
�oo � j� //// - .�� ,, ''�� .i"� � �q'��j/ i - OENOiES SETBAICK LINE
�-, ��/ -� �— � G/ ,,f�� � � �97y --OENOiES EXISTING CONTOUR LINE
� �+' o,eL �e / i� \��.. ' J � 1�-,��T ���o x999.99 DENOTES EXISTING SPOT ELEVATION
� � �:
�
� � e m
c �`,� I °j a q h �_� ,� vyt '�� � DENOTES CONCRElE SURFACE
�
m � � ,, �' ���
� �� h / ' m p� � �— DENOTES DRAINAGE FLOW
�,!�� � 3� � 1 ����Zrr.c�r+n�vea � �5g ,� , � �z� � ��� ,� �qq��� F�F�E DENOTES fINISH FLOOR ELEVATION
� .\ �� �S q DENOTES DECIDUOUS TREE
�� / � � � - O y!-O� —�—DENOlES WIRE FENCE
����z�� ��.�� �p �° q�Y_S�� �� ��� —o—DENOTES WOOD FENCE
'�� � / —0E—DENOTES OVERHEAD ELECTRIC
•v 0 � s � �� �' � � � �M �Q., DENOTES ELECTRIC POWER POLE
����`� �� '� .�3^� �-9yµ� ��� y �i i� E-- DENOTES GUY ANCHOR
� .���� � � 40 �oo �o s, —9, . � : � Q DENOTES MANHOLE
o^ 3�,ar �e�4��- �o; -
A �', �NF�egssp n y — , m� DENOTES RETAINING WALL
� `<r;Y� -�j� �'+Nq��se�$y ��/ � o _ "��'� (M) DENOTES MEASURED DISTAN�E
- ` �'� ycb�� � n.ti� —- — o-`� � (P) DENOTES PLATiED DISTANCE
a � �
. qy e�g�9 /
� � ,. ^ � s
S� a � � � 2 ;� '� �,�, .. 7��--
; , � 4 t•� � � � e. ���'P / v %y. � o , J� 30 e __. LEGWIILJEYSNA ARREADDOITIrO'N LAKE
�
y�3� �.� " � �q�� �� MINNETONKA,Hennepin County, nesota,
�s�N� �� e� / �� °��� according to the recorded plat thereof.
� �A � �'�'o
\
\� �Ut� �G,�� ~,L�S �'� s,�,�J��� ,�p o�/\�qsr:�" _ �,✓�
.O .��:�} ?6 �
� r `
J
`� s,�o°��'�� NOTES
} ��,j /,; � �
�� � �q�' � � �- ' �� � 1.THE BASIS OFTHE BEARING SYSTEM IS ASSUMED.
N /
� / ' �i J / 4+ �j`� 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED
� / � � m`�o-J �j � � �``` `, j 3.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEV.THIS
e ,[�,v j SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD.
� /// p Q °' �j � 1bS !���"�` ti 4.EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED
��
a � ��G�ti rL � � � �1�.� / EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM
//, �o- / �QS \� 1yy V EXISTING RECORDS MADE AVAILABLE TO US OR BV RESIDENT
� � � TESTIMONY.OTHER UTILITIES AND SERVICES MAV BE PRESENT.
2
, � . ���. �o���6� � %U� VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE
� � � � OBTAW FROM THE OWNERS OF RESPECTIVE UTILITIES BY CONTACTING
REFERENCE BENCHMARK HARDCOVER p�qNNINGOREXCAVATION.T(651)454-0002PRIORTOANVDESIGN,
BUILDING SETBACKS EXISTING HARDCOVER 0 SQ.FT.
ZONING:LR-IC-ONE FAMILY LAKESHORE RESIDENTIAL MNDOT MONUMENT"KEEFE MN053"NEAR PROPOSED HARDCOVER 1,767 SQ.FT.
HOUSE: FRONT=25 FT SOUTHEAST WING WALL OF ARCOLA TOTAL LOT AREA 7,136 SQ.FT.
SIDE=7.5 FT(SUM OF SIDES NOT TO EXCEED 15 FT) BRIDGE. ELEVATION=943.01(NGVD 29 EXISTING HARDCOVER 0%
REAR=30 FT DATUM) PROPOSED HARDCOVER 24.8% �+o. w� ecswrnov er
�D� ENGINEERING DESN'�N F�SURVEYING i, -, ,,..i . ..i �� - �� � i�� .. JOB NAME: CUBE INC. RELD WORK DATE: 5/26/14 DRAWN BY: BN PROJECT NO.: 14-053
b480 Wayxala Blvd.Minneapolis,MN 55420 .iFqt�
OFFICE.I�63�5�5 7800 FAX.1�63)515-2801 �"'�'"�'-h LOCATION: 3320 NAVARRE IANE
FMAIL nfo�edsmn�om WEBSIiE�hnp//edsmn.can ORONO,MN 55391 FlELD BOOK NO.: E05-11 CHECKE� BV:VS SHEET NO. 1 OF 1 Q
Christine Mattson
From: Robert Bean [bobbe@bolton-menk.com]
Sent: Tuesday, September 23, 2014 2:30 PM
To: Christine Mattson
Cc: Andrew Mack; Melanie Curtis; David P. Martini; Brian Simmons
Subject: 2014-00747 - 3320 Navarre Lane
Christine,
i have completed review of the revised survey for 3320 Navarre Lane. The applicant has addressed all previous
comments as required. If you have any questions or comments, please contact me to discuss.
Thanks,
Robert E. Bean,Jr, P.E.
LEED Green Assoc.
Water Resources Engineer
Bolton & Menk, Inc.
Consulting Engineers&Surveyors
2638 Shadow Lane, Suite 200
Chaska, MN 55318
P:(952)448-8838, ext 2892
F:(952)448-8805
email: bobbe@bolton-menk.com
www.bolton-menk.com
This email has been scanned by the Symantec Email Security.cloud service.
For mare information please visit http://www.symanteccloud.com
i
• � BOLTON 8�- M �N K , I NC�
. Consulting Engineers & Surveyors
'� 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172
Phone(952)448-8838•Fax(952)448-8805
www.bolton-menk.com
August 6, 20]4
City of Orono
Attn: Christine Mattson
2750 Kelley Parkway
Orono, MN 55356
RE: Building Permit Application 2014-00747
3320 Navarre Lane
Engineering Review#1
Dear Christine,
As requested, we have completed an engineering review of the documents submitted for the above
referenced project. Our current review is based on the following submittal items:
• Certificate of Survey prepared by Engineering Design&Surveying, dated 7/8/14
� Building Plans
We offer the following observations, comments, and recommendations for your consideration:
1. Erosion and sediment control Best Management Practices (BMPs) should be installed down gradient
from the proposed work. Siltfence should be indicated on the plan in the green areas, and rock check
bags should be indicated at the proposed driveway.
2. Erosion and sediment control BMPs should be installed and inspected by the City prior to any land
disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection.
3. Additional grading detail (i.e. spot elevations, proposed contours, stairs) should be shown on the plan
to adequately indicate proposed drainage patterns. To ensure runoff is not directed onto adjacent
properties, swales along the side lot lines should be indicated to route runoff toward Navane Lane.
Retaining wall may be necessary in some locations to accommodate the swales.
4. Driveway slopes are recommended not to exceed 10%maximum slopes. The applicant should
consider revising proposed house/garage elevations to reduce the driveway slope from 12.6% to the
recommended maximum.
5. A financial security of$2,000 from the Applicant is recommended for erosion control and
engineering oversight. The financial security is intended to provide protection in the event that it
becomes necessary for the City to install or maintain erosion and sediment control within the project
area and covers the cost of vegetation re-establishment if the applicant is unable to follow through
with the conditions of approval.
6. The applicant will be required to obtain Minnehaha Creek Watershed District(MCWD) approval and
permitting far their Erosion Control Rule. A copy of any approvals or permits required should be
submitted prior to any work.
DESIGNING FOR A BETTER TOMORROW
Bolton&Menk is an equal opportunity employer
Building Permit Application
3320 Navarre Lane
Page 2
Please let me know if you have any questions or need additional information.
Sincerely,
BOLTON &MENK, INC.
�6�L< `�ca�
Robert E. Bean, Jr., P.E.
Water Resources Engineer
MEMORANDUM
Date: July 29, 2014
To: Bob Bean, City Engineer
From: Christine Mattson, Planning Assistant
c Melanie Curtis, Planning & Zoning Coordinator
Dave Martini, City Engineer
RE: Building Permit Number 2014-00747
3320 Navarre Lane
Attached are the building plans and survey for a new single family home. The
existing home has already been demolished. Please review the attached
information and provide comments by Tuesday, August 5, 2014.
Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 or
Melanie Curtis at mcurtis@ci.orono.mn.us or at 952-249-4627 if you need
additional information or if you have any questions.
Thank you
City of Orono
�oNo Hardcover Calculation Worksheet
., >
Property Address: � 3 � ,p � ��� �� �� V��
y�^ c
t�KFSHOa� Prepared by: -�o��� ��� Date: � �1 ��
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate
of Survey (survey must accompany this form). Include 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 square footage separately for each
portion.
Key to Hardcover Item (Describe) Length x Width Total
Surve S uare Feet)
Exam le) (Gara e 24'x 30' 720 S.F.
A O .�� X Z O O �3 S.F.
B O� � _ . S.F.
C C S 2W�- ' 2 , .3 X � S.F.
D Q�V� v�rla .33 SL�� S.F.
E S.F.
F S.F.
G S.F.
H S.F.
I S.F.
J 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 Pro osed Hardcover � (� S.F.
Excludable Hardcover See Ci Code Sec 78-1684 :
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 '2.� S.F.
4 Total Lot Area ^7 M b S.F.
Pro,posed Nardcover Percentage [(3)=(4)] �.L� � %
Packet Last Updated: 04/19/2013
Page 15 of 23 ��'—Q��.7
Christine Mattson
From: Joey Handtmann [JHandtmann@minnehahacreek.org]
Sent: Friday, August 08, 2014 8:54 AM
To: Christine Mattson
Cc: cubeinc@icloud.com
Subject: 3320 Navarre Ln - No MCWD Permit Necessary
Good afternoon,
After preliminary review, it would appear that no MCWD permit would be necessary for 3320 Navarre Ln.There will be
under 50 cubic yards of excavation/fill, as well as under 5,000 square feet of disturbance. If you have any questions or
concerns, please feel free to contact me.
Thanks!
Joey Handtmann
District Representative
Minnehaha Creek Watershed District
15320 Minnetonka Boulevard
Minnetonka, MN 55345
Direct: (952) 641-4517
Main Office: (952)471-0590
Fax: 952-471-0682
www.minnehahacreek.org
--- ---��
�_ f'
MINNEFiAH� CR���C
WASERSt�EC! D13TRICT
1
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 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.
�C�M ia- � ���l�
First Middle Last
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Address
l''�ou�� M N 5�3 6� � .� � Z�-o �f 9 '�
City State Zip Phone
I understand my rights as stated above.
Sign e
Packet Last Updated: OM19/2013
Page 20 of 23
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Minnesota State Energy Code Calculations and Mechanical Code Requirements Form
Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf
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Packet Last Updated: 04/19/2013
Page 19 of 23
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ECEIVED
REScheck Software Version 4.4.2.3 ��� 162014
Compliance Certificate C17�.�� oRON
0
Project Title: Cube Inc.
Energy Code: 2009 IECC
Location: Orono, Minnesota
Construction Type: Single Family
Glazing Area Percentage: 34%
Heating Degree Days: 8037
Climate Zone: 6
Construction Site: Owner/Agent: Designer/Contractor:
3320 Navarre Lane
Orono, MN
g . . :..- .
Compliance:2.3%Better Than Code Maximum UA:399 Your UA:390
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-ott rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
C •. •
� ' e • ��•
•
Ceiling 1:Flat Ceiling or Scissor Truss 1324 44.0 4.4 32
Wall 1:Wood Frame, 16"o.c. 1925 19.0 8.8 48
Basement Wall 1:Solid Concrete or Masonry 774 0.0 10.0 45
Wall height:10.0'
Depth below grade:8.5'
Insulation depth:10.0'
Window 1:Vinyl Frame:Double Pane with Low-E 319 0.380 121
Window 2:Wood Frame:Triple Pane with Low-E 297 0.380 113
Door 1:Glass 45 0.380 17
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 664 44.0 4.4 14
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in
REScheck Version 4.4.2.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
�
�_��.�.._.�.._.._�. �.._...�m.__a_w ��.__._.._.,w. w,.0 .,.�._,� ���.�A A.�e�.��_.�_
Project Title: Cube Inc. Report date: 07/15/14
Data filename: Untitled.rck Page 1 of 4
Hennepin County GIS - Printable Map Page 1 of 1
Interactive Property
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Parcel 17-117-23-44-0059 A-T-B: Abstract Map Scale: 1"= 100 ft. N
ID: Print Date: 7/5/2012 � �
Owner Paul J Pascuui Market $100,000 �
Name: Total:
Parcel 3320 Navarre La Tax $1,716.68 ',
Address: Orono, MN 55391 Total: (Payable: 2012)
Property Residential Sale $61,000 i
Typ@: P�iC@: This map is a compilation of data from various (
sources and is furnished"AS IS"with no �
Home- Sale representation or warranty expressed or
HOmest28d 03/1996 implied,including fitness of any particular �
stead: Date: purpose,merchantability,or the accuracy and �
completeness of the information shown.
Parcel 0.15 acres Sale Waff8fl�/D@@d COPYRIGHT OO HENNEPIN COUNTY 2012
Area: 6,728 sq ft Code: � -r:tk Green: �
http://gi s.co.hennepin.mn.us/Property/print/default.aspx?C=45 2015.7023 9618996,4976017.... 7/5/2012
2-24-1
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�Beam 4.1 L26.I �
iBeamEn�ce 4.1126.1
aterialsDafabase ISIS
IAember Data
kscription: Member Type:Joist Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing:(See Bebw)
itandard Load: Moisture Condition:Dry Building Code:IBC/IRC
_ive Load: 50 PSF Deflection Criteria: U480 live,L/240 total
�ead Load: 20 PSF Deck Connection:Glued&Nailed
Filename:Beam16
�20o soo
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3earings and Reactions
Input Min Gravity Gravity
Location Type Material Lengfh Required Reaction Uplift
0' 0.000" Wall Not Checked 3.500" 1.500" 509# --
: 12' 0.000" Wall Not Chedced 3.500" 1.965" 1252# --
Jla�dmum Load Case Reactions
isetl forappying poiM batls(or ine bads)to ca�rying nertbers
Live Dead
393q(295p1f) 116q(87p1�
as�ts�,dn �l2ssdrl
�esign spans
11' 9.375" 6' 0.000"(right cant)
Product: Spruce-Pine-Fir (PT) #2 2 x 12 16.0" O.C. PA�SES DESIGN CHECKS
Design assumes continuous laberal bracing along the top chord.
No lateral bracing required ala�g fhe bothwn chord.
�Ilowable Stress Design
Actual Allowable Capacity Location Loading
'ositive Moment 1387.# 2653.# 52% 5.52' Odd Spans D+L
Jegative Moment 1680.# 2653.# 63°� 12' Total Load D+L
Jegative Unbrcd 1680.# 2653.# 63% 12' Total Load D+L
>hear 605.# 1519.# 39% 11.41' Total Load D+L '
Aax.Readion 1252.# 2470.# 50% 12' Total Load D+L
_L Defledion 0.1160" 0.2945" U999+ 6.11' Odd Spans L
'L Deflection 0.1335" 0.5891" U999+ 6.11' Odd Spans D+L
.L Defl.,Rt. 0.2710" 0.3000" 2U531 18' Cants Ony L
t Defl.,Rt. 0.3038" 0.6000" 2U474 18' Cants Ony D+L
;oMrol: TL Defl.,Rt.
DOL.S: LI�e=100% SnaNV=115% Roof=125% Wi�160%
Design assumes a repetiti�e member use increase in bending stress: 15%
This member has bcen designed in aCcordance with NDS 2005 I.
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PI protluct nartes are Uaaerte�l¢of their respective owners Kyle Shaffe�
Weekes Forest Produd�
Copyright(C)2013 by Sinpson Stmng-Tie Cortpany Inc.PLL RIGHTS RESER�ED. 26��CiOR10 AV2
�assing is Oefinetl as when the rtercber,fborpist,Eeamor girdeS shown on this tlrawing meets appicable desiqn cAtena for Loads,Loatling Conditions,and Spans IsteO on this sheel.The St Paul,MN 55108
:ign rtust De reviewetl by a quaffied designer or deaign professional as requiretl forappioval This tlesign assumas pioCuct instalation according to the manufacturei s specifications.
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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OwnerlCorrtractor on site:
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ctor on site: �'Q�
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DATE TIME
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� OWNERICONTRACTOR TO MEET YOU:_YES_NO _ �
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❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Ca1 inspection 24 hours in advance. (952� 249-460�
Owner! ontractor on site:
Inspector. w
White Copyllnspector's File Canary CopylSfte Notice
DATE TIME �
ITY OF ORONO CALLED IN � �
INSPECTION ��,v�r.�� SCHEDULED �
PERMIT NO. w � COMPLETED
ADDRESS � �� � a*--Q
OWNER TELEPHONE NO. ��� -Z��"3��
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� DESCRIPTION � `��U��
ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ F NDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTAKEN
INSPECTOR Will REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 ho rs in a . ) 249-46��
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Inspector. � `
�
White Copyllnspector's File Canary CopylSite Notice
DATE TIM�.
CITY OF ORONO CALLED IN
INSPECTIO SCHEDULED � Z �S �
PERMIT NO. 7�� COMPL ED
ADDRESS �3� ��'V�rr��Ct-ti�
OWNER TELEPHONE NO��� �Z���
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� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q � POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS
Q FRA G ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB O WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPUUNT
v � DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
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V BEFORE COWERING PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pH0T0 TAKEN
INSPECTOR WILL REfURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS.
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White CopyllnspectoPs Ffle Canary CopylSfte Notice
1`( e��� TE TIMEV
�'J �OFQ�ONO CALLED IN ��
INSi�ECTION OTIC �7 �HEDULED �� �
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
v�ElNAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
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� � AT TIME �
CITY OF ORONO CALLED IN - ��
INSPECTION N TICE HEDULED - l!�—
PERMIT NO. � � "+�7 �C PLETED
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� DESCRIPTION wt
t~N ❑ FOOTING ❑ DEMO-FINAL ❑ SE TIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
v�'FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO
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White CopyllnapecMPa File Canary CopylSite Notiee
' ` DATE TIME v
CITY OF ORONO CALLED IN
I�tSE�CT�ON NOTICE SCHEDULED
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OWNER TELEPHONE NO.
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� DESCRIPTION
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Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS
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Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE �TE INSPECTION
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� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOILOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARO COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
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O INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Cafl for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contra site:
Inspector.
White Copylinspector's File Canary CopylSite Notice
" ` Call 48 Hours before digging
AS�BU I L�T' G � l�T'I � I GA`T"� GOPHER STATE ONE CALL
t Twin Cities Area 651-454-0002
\f�/'� MN. Toll Free 1-800-252-1166
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LEGAL DESCRIPTION HARDCOVER REFERENCE BENCHMARK ���E����
Lot 1, WILEY'S NAVARRE ADDITION, LAKE EXISTING HARDCOVER 0 SQ. FT. MNDOT MONUMENT"KEEFE MN053"NEAR
MINNETONKA, Hennepin County, Minnesota, PROPOSED HARDCOVER 1,7s�sQ. FT. BUILDING SETBACK:S �UG Q � 2���
accordin to the recorded lat thereof. SOUTHEAST WING WALL OF ARCOLA ZONING: LR-1C-ONE FAMILY LAKESHORE RESIDENTIAL
9 P TOTAL LOT AREA 7,136 SQ. FT. gRIDGE. ELEVATION = 943.01 (NGVD 29
EXISTING HARDCOVER 0% DATUM) HOUSE: FRONT=25 FT CITY OF ORONO
PROPOSED HARDCOVER 24.8% SIDE =7.5 FT(SUM c�F SIDES NOT TO EXCEED 15 FT)
REAR=30 FT
ENGINEERING DESIGN Ec SURVEYING I HEREBY CERTIFY THAT hI1S SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERNSION,
AND h1AT I AM A DULY LICENSED LAND SURVEYOR UNDER n-iE�nws oF n-iE srn� oF MiNNEsorn. JOB NAME: CUBE INC. FIELD WORY, DATE: 7/31/15 DRAWN BY: EP PROJECT NO.: 14-053
�EDS 6480 Wayzato Blvd. Minneapolis, MN 55426 \, t + Y
OFFICE: (763� 545•2800 FAX: �763) 545-2801 'r���� �'�' '� DATED: 8/05/i5 LOCATION: 3320 NAVARRE LANE
EMAII: info(�edsmn.com WEBSITE: hitp://edsmn.com �LAOIMIR SIVRIVER l.S. N0. 25105 ORONO, MN 55391 FIELD B001< NO.: EDS-11 CHECKED BY: VS SHEET N0. 1 OF 1 0
Call 48 Hours before digging
C F�AD I l�i C , D F�AI I�IAC � AI�I D � 1�0� I O 1�I C. O l�i~T'RO L� P L.AI�I GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
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� � `� / �_---� �' 954.0�-9W i°' S�� � / ' 954.00 E1N
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4oR �r�• � � i � � ,_ �p•,,`� -960� �� coNc��Ey� w,9��' ,e`' �,°��,� i � - DENOTES SETBACK LINE xxx.x DENOTES PROPOSED CONTOUR
�_ � \�� � � � ^� � a� � � � � �q q �� �� XXX.X TS DENOTES TOP OF CONC. STOOP/STE
�+ ;�1 � � qbz ti o��� i ���� �LS). ,�� �i �� �� �����,�` �.1�/; � �- 999 -�DENOTES EXISTING CONTOUR LINE XXX.X FG DENOTES BOT. OF CONC STOOP/STE
.'+�� � � � �,e �b �� � �� �, o��, �.� '; - y v� 'i � �� � x999.99 DENOTES EXISTING SPOT ELEVATION
��r". / / � I / � rn � � � �,, ,°�v✓��N���"��� �i � � rn
� � � / � ,�3 0 DENOTES CONCRETE SURFACE
��`�"�v// �/ \� I � � � i \ � �S/���,`��'�,P' ,� ��� ���/ // �� �,a/ i ��"�n�S {— DENOTES DRAINAGE FLOW
`��� � / 1� 1 1 I � � � q N
�� qbh � � �p � � � ��� 9 �As �� ����� ,a`'��,2 �� / �� �/ �� a� �qcF� FFE DENOTES FINISH FLOOR ELEVATION
�� i � � � � �i�� � 9570 J�� ��,ti' �' � � ��� be , � DENOTES DECIDUOUS TREE
� � / ���� � \ �p' o� / � �/ ��' p � o DENOTES WIRE FENCE
i
�a' � � ���`��� � 953.5 95 �AJ� � ��� �"� ��� �� : � � �; o DENOTES WOOD FENCE
'� �� �� p ��\� 95�'S 949 -�9� �� �� / i/ �� °� z —OE DENOTES OVERHEAD ELECTRIC
� � �,`°� � / i ,�0� \ ��\ � � s�y948 ---_qAa� i� �� �� / , ,�� jp i � DENOTES ELECTRIC POWER POLE LEGAL DESCRIPTION
/ i� ,� ,� � � T A'�`3,3 q� 4 —947—_.`� /�� ry` �� �� ''T�� / � � DENOTES GUY ANCHOR Lot 1, WILEY'S NAVARRE ADDITION, LAKE
� R, / / l Op 'QO,o �Q !�R 46 / � r�-- �- �.i �/ ( �
�b � i l 7•0 a a �',�tio �S _946��- ✓� �- � i � DENOTES MANHOLE MINNETONKA, Hennepin County, Minnesota,
/' �� .�� �� �_t v�� �SC'��`�T�f'�99 9`SFF� � 4 44 — ______/� j �"� � accordin to the recorded lat thereof.
� e � � qRq \9 Rs .ss ___ � ,�.,• � DENOTES RETAINING WALL g p
°' � ' � � �F:�o°°% \ �o -�' ----_- %' �a�' SEDIMENT & EROSION CONTROL NOTES
/ l l �. � � 9gs/ggSB� '� � __--7 / //
l �' ,`` ��' s � � � •op 9000 �,, 944,g c- _-/-_-- � -- 1.ALL EXPOSED SOIL AREA, WCLUDING TEMPORARY STOCKPILES,MUST BE STABILIZED AS SOON
� � S�. `� � /�� \ ,�_ -9a0-�� AS POSSIBLE BUT IN NO CASE LATER THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT
/ ����' oa / ��. 9 3 PROPOSED A s� -� � ' PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.STABILIZE WITH
/�� � ��� �• � ��,. �. . y CONC. STOOP / � � ��
). ^ �, , F � . 3 ,�� � TEMPORARY SEED AND STRAW MULCH APPLIED AT 2 TONS PER ACRES.
,�33 � „�, � S�y � PROPOSED 8" /-� p 4 � � \
ity� rono `c�'is 2g j / o �S ,n�� CONC. STEPS �GO�� F F � 2.SILT FENCE SHALL BE INSTALLEQ AND AT THE LOCATIONS SHOWN ON THE PLAN AND AROUND
h'o �N / 'b / �6 ''A � /`'� f �9 ANY STOCKPILES.SILT FENCE SHALL BE INSPECTED AND MAINTINED WEEKLY(AND WITHIN 24 HRS
afifilfl9 E�Z ing Pian Revir�w GSF� � �957.00�7w �`O� � ��?�J n \ ' i�. .. � 4. ,o� '��9 �9��� OF A 0.5"RAINFALL)UNTIL FINAL SEEDING AND MULCHING(OR SODDWG)OF LOT.
R� , t o 954.ory e � � 4 � � 4 p�jO,o�� 3 3. DUST CONTROL IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE PERMIT HOLDER MUST
ite Plan Review Date� r QP ���/��b9�gW // � �s���A 44 � y � �:;�y`S'F� " , 2 � ELIMINATE DUST PROBLEMS UPON RECEIVING NOTICE FROM THE BUILDING OFFICIAL THAT THERE
,���' �� i /s53!oo TS � / � � / J� 943 �?s=•`� �r , ;�v � IS A DUST PROBLEM.
: PROVED � �� � q`' �' / s�'3.00 B�S � � � � � � 0 $ � � ,�� O��'_�_ 4.STREET CLEANING SHALL OCCUR DAILY OR AS NEEDED.
�} � °�� 'o �� / / � � / / � I �0 4 � � '� � � 5.ROMAN ZHUK(651-270-3199)IS RESPONSIBLE FOR THE CLEANLINESS OF THE SITE AND THE
APPi�VED WIT►i�:EVISIGNS(ge�notes� � i �,� �, , , i i � � � �_s•�y � � �����
� MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS.
DENI�D � // // // %�m`���,`�� �� �/ // � � / / / � 940 �p 41�� w�,� �l`1 �'3� "�� 6.THE STOCKPILE LOCATION SHALL BE AT THE SOUTHEAST CORNER OF THE LOT SET BACK 20'
(� �/� 1��,,,� / / / / rn 2 � / � / �/ / � I ��� [� ^�� �-�,{�� 'V / �
t'A IIOI�Y _ � � � � � °1� `'~ '�' / / � /� � � � ���.`-' <„ �` ��, �,, FROM FRONT PROPERTY LINE).
g(f; i / / � °j ��� �� 9�'•��'�/ � I � � �"� � p�^� ��� �"� 7.SITE ACCESS SHALL BE VIA A ROCK CONSTRUCTION ENTRANCE AT PROPOSED DRIVEWAY.TO
�.� � � � � � � yq p/ ,�49•�S e� � � � � I � � '� , THE EXTENT PRACTICABLE,HEAW EQUIPMENT AND TRUCKS SHALL BE PROHIBITED FROM
� �/ � � °j °' a � � I � � �".�.,� � �' / PARKING OUTSIDE OF THE GRAVEL PAD AT SITE ACCESS.
� / / / / o, � � � � ' I. � � �+ /
i / / / � rn �. l � � `� � �, i 8.AS IS PRACTICABLE, BUILDER TO MAINTAIN CONTINUOUS SILT FENCE ACROSS THE SITE ACCESS
� � / � 94�•80� � � � ��� �� �� WHEN NOT IN USE.
/ / � 9�2.70� S � m �, � � m`� 9. IN THE CASE OF PUMPED DISCHARGE,CONTRACTOR MUST FILTER ANY TURBID WATER THROUGH
� � � / � / � I °' � / � � � SAND AND SILT FENCE BEFORE DISCHARGING TO STREET. iNLET PROTECTION MUST BE IN PLACE.
NUMBERED NOTES � � / � / � ' � �� "/ 10.EROSION AND SEDIMENT CONI�ROL BMPS SHOULD BE INSTALLED AND INSPECTED BY THE CITY
HARDCOVER PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR MUST PROVIDE A MINIMUM 24
O INSTALL SILT SOCK FENCE TO START OF SOIL DISTURBING REFERENCE BENCHMARK HOUR NOTICE PRIOR TO INSPECTION.
ACTIVITIES. EXISTING HARDCOVER 0 SQ. FT. MNDOT MONUMENT"KEEFE MN053" NEAR RECEIV��"
PROPOSED HARDCOVER 1,767 SQ. FT. SOUTHF:AST WING WALL OF ARCOLA BUILDING SETBACKS
Q INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PRIOR TO TOTAL LOT AREA 7,136 SQ. FT. gRIDGE. ELEVATION= 943.01 (NGVD 29 ZONING: LR-IC-ONE FAMILY L4KESHORE RESIDENTIAL
START OF SOIL DISTURBING ACTIVITIES. EXISTING HARDCOVER 0% DATUM) HOUSE: FRONT=25 FT SEP 2 2 ZO�4
03 INSTALL TEMPORARY CONCRETE WASHOUT PAD(OPTIONAL). PROPOSED HARDCOVER 24.8% REAR 730 T�SUM OF SIDES NOT TO EXCEED 15 FT)
— CIT1(��� C����av�
ENGINEERING DESIGN Sc SURVEYING I HEREBY CER7IFY hIAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
AND hiAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF M;NNESOTA. JOB NAME: CUBE INC. FIELD WORK DATE: 5/26/14 DRAWN BY: BN PROJECT NO.: 14-053
6480 Wayzata Blvd. Mi�neapolis, MN 55426 �
,� � OPfiCE: �763� 545-2800 fAX: (763) 545-2801 -*-'j %"- __, +'�- on�o: e/2i/�a LOCATION: 3320 NAVARRE LANE
EMAIL: infoaedsmn.com WEBSITE: htfp:j/edsmn.com VLADIMIR SIVRIVER L.S. N0. 25105 ORONO, MN 55391 FIELD BOGK NO.: EDS-11 CHECKED BY: VS SHEET N0. 2 OF 2 0
Navarr�-
L014—OCS747
. .
. •
, • . • •
� • ,
emo
To: Finance Department
From: Christine Mattson, Planning Assistant ��
CC: Street File
Date: August 13, 2015
C/L: 101-22205
Re: Escrow Refund
Building Permit #201400747 pertaining to 3320 NavaRe Lane is complete. Please refund
$2,500 to the property owner, Cube, Inc.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Cube, Inc.
4825 Hanover Road
Mound, MN 55363
w:�.street files�navarre Iane�33201escrow refund 2014-00747.docx
. .
Christine Mattson
From: Roman Zhuk<cubeinc@icloud.com>
Sent: Thursday,August 06, 2015 5:24 PM
To: Christine Mattson
Subject: Re: 3320 Navarre Lane/#2014-00747
4825 Hanover Rd Mound MN 55363
Cube Inc. Design & Build
http://cube-inc.com
On Aug 6, 2015, at 4:51 PM, Christine Mattson<CMattson@ci.orono.mn.us>wrote:
What address do you want me to mail the certificate of occupancy and escrow check to?
From: Roman Zhuk(mailto:cubeinc@icloud.com]
Sent:Thursday,August 06, 2015 4:47 PM
To:Christine Mattson
Subject: Re: 3320 Navarre Lane/#2014-00747
Thanks a lot.Appreciate your business. It was pleasure to work with you.See you for next project.
Cube Inc. Design & Build
http://cube-inc.com
On Aug 6, 2015,at 4:14 PM,Christine Mattson<CMattson@ci.orono.mn.us>wrote:
Roman,
Attached is the certificate of occupancy for the property addressed 3320 Navarre
Lane. I will also put the original in the mail. I have two different address for you—
Hanover Road in Mound and Trenton Lane N in Plymouth. Please advise which address
you would like me to mail the certificate of occupancy to.
I will process the escrow refund. Please note all expenditures, including escrow refunds
require council approval. The next opportunity will be the August 24th council
meeting. Checks are mailed out after the meeting. Please advise which address you
would like me to mail the check to.
If you have any questions, please don't hesitate to contact us.
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
1
. � r �
BUILDING PERMIT ESCROW AGREEMENT
• Orono Building Permit#201400747
• AGREEMENT made this �� day of , 20��by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City") Cube Inc. (" ners").
Recltals
1. A building permit application has been filed for a new single family residence located at
3320 Navarre Lane the ("Subject Property"), legally described Lot 1, Wiley's Navarre Addition, Lake Minnetonka,
Hennepin County Minnesota. .
2. Owners request the City to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit$2,560 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 City
for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal
consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the
Owners would be responsible for under a building permit application. The escrow will also guarantee
reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in
accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.
The financial security may also be used by the City to eliminate any hazardous conditions associated with the
work and to repair any damage to public property or infrastructure that is caused by the work (including planning,
engineering, or legal consultant review) associated with building permlt #201400747 compliance with the
approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment
to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses
invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to
reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: ITY OF R�NO OWNER:
gy: ��/ � /� �—
�ts: n�
� , ��� . x �s�.� .�_ �� .�.� �� ��
_ _ _. ..
�
� ' � � CITY OF ORONO �
2750 KELLEY PARKWAY 'k 2 0 1 4 - PJ B 8 6 5 *
DATE ISSUED: 08✓11/2014
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 3320 NAVARRE LA
PIN : 17-117-23=44-0059
LEGAL DESC : WILEYS NAVARRE ADDN LAKE MTKA
: LOT 001 BLOCK 000
PERMTT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOT'E: TIED TO BUILDING PERMIT 2014-00747
APPLICANT ESCROW FEE-BUILDING 2,500.00
TOTAL 2,500.00
CUBE INC. Payment(s)
4825 HANOVER ROAD CHECK 7793 2,500.00
MOUND,MN 55364-
City ofi Orono
2750 Kelley Parkway
Orono ..MN 55356 952-249-4600
OWNER
Receipt No: 3.011518 Aug 11, 2014
CUBE INC.
4825 HANOVER ROAD CUBE Inc
MOLJND,MN 55364- Previous Balance: .00 !
Permits i
2014-00865 3320 Navarre 2,500.00 �
Ln
AGREEMENT AND SWORN STATEMENT 101-22205 �
Deferred Rev-Developer Deposit �
The work for which this permit is issued shall be performed according to ------------"'- �
Total: __ _ 2,500.00 �
ffie approved plans and specifications,applicable City approvals,and the _ _ _________
--------------- I
State Building Code. This permit is for only the work described and does Check
not grant permission for additional or related work which requires separate CheCk No: 7793 2,500.00 �
permits. All provisions of laws and ordinances goveming this type of work Payor: !
shall be compied with whether or not specified herein.This permit will CUBE Inc '
expire and become null and void if construction authorized is not Total Appl ied: 2,500.00 '
commenced within 180 days of the date of issuance,or if construciion is ---"---"-"'- �
Change Tendered: .00 !
suspended for a period of 180 days at any time after work has commenced. _______________ �
1'he applicant is rosponsible for assuring all required inspections aze -�------------- ;
requested in conformance with the State Building Code.This permit may be
08/11/2014 03:31PM i
revoked at any time f e cause.
/ /
Appl t rmit ature Date Issued B i ature Date
,
Date Tirr� _ Inspector kis�sec[ion,TYPe Stat H �Faumt#..._.;. ;Address Permit TXRe Prope�tY TYPe Construction TYRe
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