HomeMy WebLinkAbout2013-00548 - demo CITY OF ORONO * Z 0 1 3 - 0 0 5 4 8 *
2750 KELLEY PARKWAY DATE ISSUED: 07/23/2013
ORONO, MN 55356-
(952)249-4600 FAX: (952) 249-4616
REPRINTED ON 7/23/2013
ADDRESS : 475 OXFORD RD
PIN : OS-117-23-41-0010
LEGAL DESC : STIELOWS ADDN
: LOT 002 BLOCK 001
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 980,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION,
WELL(STATE),ELECTRICAL(STATE) ,Q p�
. AL:o�V-
NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL:S��
NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF��N 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.
INITIAL•
NOTE: PRI R TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY
OR A STOP WORK ORDER WILL BE ISSUED. INITIAL:
NOTE: DELINEATED WETLA D EDGE X 3S SETBACK ST BE SHOWN ON THE FOUNDATION AND AS-BUILT
SURVEYS. 1NITIAL:
WHEN NEW HOME PE T IS ISSUED,RECLAIM DEMO CREDIT ISSUED 06/1 U2013
APPLICANT pERMIT FEE SCHEDULE 5,856.75
THOMAS BREN HOMES STATE SURCHARGE(VALUATION) 490.00
2073 WAYZATA BLVD. W.#50
WAYZATA, MN 55391 TOTAL 6,346.75
(952)475-6777
Minnesota State License#: BC128144
OWNER
CKO VACATION PROPERTIES
575 OXFORD ROAD
MEDINA, MN 55340-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in confortnance with the State Building Code.This permit may be
revoked at any time for d cause.
, ? � z 3 � �3 �%�L�� 7� 3� e
Applicant P itee Signature Date Issued y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
PLAN REVIEW CHEC�(LIST FOR NEW STRUCTURES / ADDITIONS
Address;Permit Number: �� � � �' �'C- �L { � �� -; •
Description of work: �.� ��, � � � ��
s -�
Septic review by: �� 7� Date Approved: � �� "� " � J
Zoning review by: Date Approved: 1 �LZ' �-7
Building review by: �.�1 'L.. S Date Approved: -f� � �3
Grading review by: ���� Date Approved: ��� �3
Zoning District:_L�•1 /'� Zoning File#: � Reso #: � Reso Date: —
Zoning: Lot Area: QS�:`� �`� �SF}/AC Width: ����u=Z��-� Lot Coverage: (�1`I 3 SF �`��%
Survey Submitted: ja'S'es 0 No Date of Survey: �7-1 � �j Revised date(?):
Pro osed Setbacks:
Fron� Rear(Street � �'S E W ) ( N Q E W ) Other Buildings Wetland
`✓ Side Side
�. � �� �t `� �. t S�.�-i �l I � nr /A /u J�
�=, �,
Defined Height: Peak Height: �"�.% FFE: � �- FFE minus 6 feet=_ � .(0 (Existing Contour)
Pet•imeter(linear feet) _ �J�l-� �-- 50% _ !��0��� #of Stories Ok? 0 YES
�( � U_C� � �`����.��
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE:
The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION:
�f (J START WITH proposed floor(of the basement or crawl
' space)and the highest point of the roof. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If you have a...
• GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no
windows): Subtract half the windows): Subtract half the distance
distance between the highest point between the highest point of the roof
of the roof to the low point of the to the low point of the corresponding
J� �� SUBTRACTION corresponding gable or hipped roof SUBTRACTION � gable or hipped roof
(BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON GABLE OR HIPPED ROOF(with
T�'PE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
distance between the top of the between the top of the highest
highest window and the highest window and the highest point of the
point of the roof roof
• ALL OTHER ROOF TYPES(Flat, • ALL OTHER ROOF TYPES(flat,
mansard,etc):No subtraction. mansard,etc:No subtraction.
ADDITION Add the distance between the top of slab
SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to
��'I (BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation.
���� GRADES) highest existing grade adjacent to the GRADES
foundation OR 10 feet(whichever is less). EQUALS Defined building height
q� n('� Q'� EQUALS Defined building height
L�/i 9;,�
Shoreland District MCWD Permit Received Avera e Lakeshore Setback Met? Bluff
Yes � No � N/A 0 Yes „�''''No
�Yes � No p`Yes � No 0 N/A
Permit Number: - Setback:
Stormwater Quality Existing Proposed Variance Required CUP Required
Overla District Tier Hardcoaer Hardcover
0 Yes No ❑ Yes .�'No
� /V�/'� 1 � �� Type(s): Type(s):
Updated: January 2013
v:\forms\plan review checklist 2013.docx
REMARKS (in-house):
Fees to be Char ed YES NO
Permit �/
Plan Review ;/
State Surcharge " v'
lnvestigation Fee �
SAC—Number of SAC Units ���..,,,n�r S�� 7 iu -�`�- �i 3 �-�
Other(specify) ��-
Square Foota e $per S uare Foota e
Basement X = $
1 St Floor X = $
Znd Floor X = $
Garage X = $
Estimated Construction�✓alue: $ c1 C�f 0�1v` �
Orono Inspections Required Work Requiring Separate Permits Required State Permits
� Site ,O�Plumbing � Grading/ Filling 0'Well
� Hardcover Removal ,�Mechanical 0 Fire p�Electrical
,O�Footing � Septic � Water Connection
�Poured Wall �Fireplace ,,,0'Sewer Connection
�" Foundation Survey�. �d'`Masonry �'Lawn Irrigation
�Radon Rock Bed �Mfg.
�' Framing � Other(specify)
�'Insulation
�'As-Built Survey�
CYFinal
0 Wetland Buffer
� Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: � YES � NO � ��� �N��rt V ES � NO
^ �v�.��ux�-
OFFICIAL REMARKS -TO BE NOTED ON PER A�I R'AND INITIALLED
t � 1�-- s
�I- s- �� �S
Updated: January 2013
v:\forms\plan review checklist 2013.docx
CITY OF ORONO �3 �,75
BUILDING PERMIT APPLICATION /
FOR NEW STRUCTURES OR ADDITIONS
O Mailing Address: Permit number: 090/3^ O6S5��
PO Box 66
� � Crystal Bay, MN 55323-0066 Date received: DE 'Z� -�3
^ Street Address:' Received by: �8s
y � 2750 Kelley Parkway Plan review fee: 3 S��i.B
�`qkFSHO� � Orono, MN 55356 ap�3_ OaS�f 7
�
Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 wwiw.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P/ease print)
GENERAL INFORMATION:
Job Site Address: 475 Oxford Rd. - Orono - MN
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No
lf yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sutficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: Thomas Bren Homes, Inc .
State License# BC128144 Expiration Date:
Phone: (cell) 612-759-5610 (office) 952-475-6777
Mailing Address: 2073 Wayzata Blvd W. #5Q City:Long Lake ZIP: 55356
Contact Person: Tom Bren Applicant is: on ractor / -Homeoamsr- (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name: CKO Vacation Properties, LLC.
Phone (day): 612-919-4 4 5 7
Address: 575 Oxford Rd. City: ZIP:
Emai{ and/or Fax `,�C1f�{,�'. Ch('I-<� Q rv►Ca.� 1
ARCHITECT/ENGINEER INFORMATION:
Name: DFP Planning & Design
Phone (day): 763-780-8004
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Descri tion of ro ect:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal&
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 also require ❑Commercial ❑Other(specify)
MCWD review&permits. ❑ Industrial � Private Well
Minnehaha Creek Watershed District(MCWD} ❑Other: (specify)
18202 Minnetonka Blvd I
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ �U(J �
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction
a. Length(ft.)= 104 Number of bedrooms= 5
�Wood/Frame
b. Width (ft.)= 65 Number of garage stalls: � Masonry foundation
Areas in sauare feet Attached= 4 ❑ Metal
❑ Pole Bldg.
c. Basement= 2 5 8 7 Detached= � ❑ICF
d. is`Story = 3727
❑On-site Prefab
e. 2"d St0 ry= 14 7 8
❑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:
Not
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
�l ❑ Stormwater Pollution Prevention Plan
�.l ❑ Hardcover Calculation s
❑ � Se tic S stem Site Evaluation Re ort
❑ � Access Permit
❑ SI Wetland Buffer Im rovement Plan
❑ b� En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Minnehaha Creek Watershed District Permit s
ES ❑ Plan Review Fee
� � ApplicationEscrow&Agreement rea y ave on i e wi emo per it
L_� _ � ❑ � Other: �
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 EscrowAgreement 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 Signature: Date: � � l
Owner's Signature: Date:
Melanie Curtis
From: Mark[markg@gronbergassoc.com]
Sent: Saturday, July 20, 2013 12:56 PM
To: Melanie Curtis
Subject: T. Bren (Ohrt house)
Attachments: T. Bren 7-20-13.pdf
Melanie: Let me know if these most likely contours in red are Ok. Then we will move the house to comply with the 50%
below the 946.6 contour.
1
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Basement means that portion of a building that is partly or completely below the existing
ground level. A basement shall be considered as a story for purposes of determining the
number of stories in a building, when the finished surFace of the floor above the basement is
more than six feet above the existing ground level for more than 50 percent of the basement's
perimeter. The perimeter of the basement does not include portions of the house or garage that
do not have a lower level but are merely "unexcavated". Artificially raising the grade adjacent to
the foundation of a structure (by filling or by a combination of filling and retaining walls) above
the surrounding natural terrain shall not be allowed as a method for converting a defined story to
a defined basement, regardless of any other benefits to the property of such action. Finished
grade that increases more than one foot from existing ground level shall be considered as
artificially raising the grade. However, artificially raising the grade when such action merely
restores a previously excavated site to its original natural grade may�used as a method for
converting a defined story to a defined basement.
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- - v Ohrt Residence Norby&Associates ��� 4 �
� ���'"- �`= y x� Landscape Architects,Inc. �z� F �
475 Oxtorcl Road tou t.Sn:om sveec sm�e^_�ln Cna.ka mn ^ � � �
�i'tlfltl.i��iV 991;• �••:•�)61S�Bl:;fr(i+^.1JE1-060.f
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New Construction Energy Code Compliance Certificate
Yer N I 101.8 Building Certiticate.A building certificate shall be posted in a peRnanently visible locaeon inside the Date Certilicate Posted
building. The certificate shall be completed by the builder and shall list infortnation and values of components
listed in Table Nl]01.8.
Mailing Address of the ITvelling or Dwelling Unit C��Y COMM. NO. 21218 4
475 OXFORD ROAD ORONO
Name of Residential Con[ractor MN License Number
THOMAS BREN HOMES, INC.
HERMAL ENVELOPE RADON SYSTEM
Type:C6eek All Thaf Apply � passive(No Fan)
o �
� � Active(a�th fan and morrometer or
�
F � T other system monitoring device)
�a � � -. 'o o �
w � � � 0..
°� Q � o 'ti U ,, .o
�
�a � � N � .� � �,
> a � � � ° °' w x �
Inaulation Locafion ri; ° z �° �9 V �'' � w
ro o � � �
� '� G p � � � °� .�on ��ou
F�- � ,z u� u. w w � f� � Other Please Describe Here
Below Entire Slab
Fouadation Wall Type in location:interior exterior or integrel
Perimeter of Slab on Grade
Rim Juist(Foundation) Type in Iceation:interior exterior or integral
Rim Joist(1`�Floor�) Type in location:interior exterior or integral
Wall
Ceiling,flat
Ceiling,vaulted
Bay Windows or cantilevered areas
Bonus rcwm over garage
Describe other insulated areas
Windows 8 Doors eafing or Cooling Ducts Outside Condifioned Spaces
Average U-Factor(excludes skvlrghts and one door)U: 0.29 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.30 R-value
MECHANICAL SYSTEMS Make-up Air Seleet a Tvpe
Applianees Heating System Dcimestic Water FIeater Cooling System Not required per mech.code
Fuel Type Passive
Manufacturer Powered
Interlocked with ezhaust device.
Model Describe:
Input in Capacity in Output in Other,describe:
Rating O►'Slze BTUS: Gallons: Tons:
Heat Loss: Heat Location of duct or system:
Structure's Calculated Uain:
AFUE or SEER:
HSPF°/
Calculated
Efticienc cooling load: C&n's
"round duct OR
Mechanical Ventilation System "metal duct
>escribe any additional or combined heating or cooling systems if installed:(e.g.two fiunaces or air Combustion Air Select a Typr
urce heat pump with gas back-up fumace): Not reyuired per mech.code
Select Type Passive
Heat Recover Ventilator(HRV) Capacity in eCms: Low: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: f�g}i: I.ocation of duct or system:
Continuous e�chausting fan{s)rated capacity in cfms:
Location of fan(s),describe: Cfm's
Capacity�continuous ventilation rate in cfins: "round duct OR
T'otal ventilation('intennitlent+continuous)rate in cfins: AM f I 0
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Minnesota Department of Labor and Industry Licensing and Certification Services
Construction Codes and Licensing Uivision Phone: 651.284.5034
443 Lafayette Road N Email: DLI.License@state.mn.us
Saint Paul,MN 55155 Webslte: www.dli.mn.gov/ccld.asp
NOTICES �
NOT TRANSFERABLE
CHANGE YOUR BUSINESS STRUCTURE THOMAS BREN HOMES INC
SUBMIT A NEW APPLICATION FOR NEW ENTITY 2073 W WAYZATA BLVD STE 50
RENEW OR REPLACE INSURANCE POLICY LONG LAKE, MN 55356
SUBMIT NEW CERTIFICATE OF INSURANCE
' Nt�►TIFY THE DEPARTMEMT OF/k CHANG�IN YOUR BUSI�IES�.
Failvr�to da so,'subje��s you to administrative�penalties t�up to�1b,0U0.'
15-Day Notice Requirement—Forms available onlin�i www.dli.mn.aov/CCLD%LicU�date.aso
• Change in business'physical address,m.ai#iog address,pir�sne number,or email address
• Change in control,<qwners,o##i�ers,dn'�ctats,tnemi�rs,;partners
• Change in business`#egr�l';narr�andlor a�umed nam� :
• Loss of or change in dUALIFYCNG BUILD�R
• Char�ge in.;general li�bility insurance or workers'compensativrt.insurancecoverage
Immediate!Natice Requ�r�m�nt—Notification to DLI in writing
• Judgment Debtor .;<A licens�d contractor has 15 days to prt�vide'written!nOti�e of the finding that it is found to be a judgment
_;
debtor based upon conduct7equiring licensure. ,
• Bankruotcv Petition Fii�t9;>:;A Iic�I�sQd conttaatq�:h�s 1.5 d�ys to provide written notice that it filed a petiti:on for bankruptcy.
• Conviction Notice.;;:A fice�nsezC contraotflr'has 1 tI<'days tt�;,provide written notice that it has been iuund guiliy of a f�lorty,grnss' r
misdemeanor, m[sdeme�nor 'or .�ny ,;et�rti��arabl� tiffense related to the license, inclu�#ing �onrr�ctions at fraud,
misrepresentation,rnisuse of ft�nii�,theff,:criminal sexual conduct, assault, burglary,conversion�i f�nds, or tlteft of pr:oceeds
in this or any other state or any other United States jurisdiction.
Yf�UA C�RTIFICA7'�15���.4JW THE PERFORATION. ; SH�IIf;C�t�71�lCA'I'�;:WH�N OBTAINING PERMITS.
_ _ _ _ ____ . __ __. _ ___ __ ___ _ _ __ _ _.
_ _ _ __ __ _
� n�n�vN�saTnngnnrn'�er�t,s� ; �����.��TIAL BLDG CONTRA�7C�R
�
LABOR & IF�IDUSTRY :
ConsVuctlon Codes and Li�en5itig�nri�km:; L�censing and Certification Services 443 Lafayette fiijad�+t St:;Paul,MN"�5155
Website: www.dli.mn.aovl�ct8 aso ' - Erriail: dif.licenseCc�state.mn.us PriOne: 651.284'.8034 `
- This<is to certify khat the certificabe holder is licensed as a RESIDENTIAL BUILDING C.QN:TRACT�I�,in the state of Minnesota and is in
com�lianc.e w:ith Miniiesota�btutes 326B.805,and may build residential reat est�te,cat�tract or:offer to cc�ntraet wifh an owner to build
resi�enrial reai estate,'and contract or offer to contract with an owner to im�rove ex�sting residenfial real estate,provuied the
responsible i�tdividual is at al]times a QUALIFI'ING BUILDER and the certifiCate ho�cl�e znain#ain�compliance wl`..th the required general
liability inswance,and workers'compensation laws.
License : RESIDENI'IAL:BL�C�:CONTI�ACTE�R �
l.ic Number : BC1281:44 TH�MA�BR�N HbMES 1NC � `
Effective Date : 04/01/2012 ;;2(�7�.:�N�I�IAYZ�ITA BL�'Q:STE 50 � '
Expiration Date : 03/31/2014 LONG LAKE,MN 5535� �
T
V��31FY U!�-�'f�DATE STA7kJS,BOND,AND INSURANCE INFO ATwww.dll„�„n�.;n.novlccf,�iLiC'�erlf�,es� (ENTER NUMBER).
��ti��� �t���e� ��t�i���tn�t�e�t��� �.�����i�r�t ,� ��t�
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has fulfilled the requirements of the Toxic Substancgs Con�ol A LA�Sect�on 402,and has received certification to conduct lead-
based paint renovation,repa�,and pai g'�ivifies puisuant to 40 CFR Part 745.89
����� ,
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All EPA Administered States, Tribes, and Territories
This certification is valid from the date of issuance and expires February 29, 2016
NAT-101855-1 ���J
Certification# Michelle Price, Chief
February 14, 2011 Lead, Heavy Metals, and Inorganics Branch
Issued On •
� �.
Christine Mattson
From: Christine Mattson
Sent: Wednesday, July 03, 2013 8:39 AM
To: 'Tom Bren'
Cc: 'Mark Gronberg'; Melanie Curtis
Subject: 475 Oxford Rd /#2013-00548
Tom,
City Engineer,Jesse Struve, has reviewed the survey dated 6-19-13 for the property addressed 475 Oxford Road and has
the following comments. Please have your surveyor address his comments and provide us with two updated surveys so
our review can continue.
If you have any questions, please don't hesitate to contact us.
Christine Mattson
Planning Assistant �I'_�
City of Orono �
2750 Kelly Parkway Orono MN 55356(physic �.�( � �
PO Box 66 Crystal Bay ' MN 55323-0066 (maili, � ����
�
'8' 952.249.4620 g 952.249.46] � .
�I ' Y�-C�I��'V'
� cmattson@ci.orono.mn.us � www.ci.orono.�
Summer Office Hours: (Monday, May 20 through 1 � ����)
Monday-Thursday: 7:30 am to 5 pm � �� ����
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Thursday,luly 4, 201
I have reviewed the survey for proposed new house at 475 Oxford Rd and have the following comments:
1. In the architectural plans, in the rear view it shows three retaining walls from the lower opening, but on the
survey it only shows two. Either the survey or architectural plans will need to be updated to match.
2. There are numerous walls show at the maximum 4' height. If the walls are adjusted and installed over 4' in
height or if tiered walls are installed over 4' and are not separated by more than 2x the height difference (as
measured from the back of the lower wall to the face of the upper wall), the applicant will need to submit
engineered plans and specifications signed by a registered professional engineer.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661- Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
�
� :
�
1 '
Jesse Struve
From: Jesse Struve
Sent: Wednesday, July 03, 2013 7:15 AM
To: Melanie Curtis
Cc: Christine Mattson
Subject: 20130703 475 O�ord St 2013-00548
Melanie,
I have reviewed the survey for proposed new house at 475 Oxford Rd and have the following comments:
1. In the architectural plans, in the rear view it shows three retaiining walls from the lower opening, but on the
survey it only shows two. Either the survey or architectural plans will need to be updated to match.
2. There are numerous walls show at the maximum 4' height. If the walls are adjusted and installed over 4' in
height or if tiered walls are installed over 4' and are not separated by more than 2x the height difference (as
measured from the back of the lower wall to the face of the upper wall),the applicant will need to submit
engineered plans and specifications signed by a registered professional engineer.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661- Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
1
City of Orono
; �oNo, Hardcover Calculation Workshee�0 CQP
�
i.\��1 I PropertyAddress: y7S OXFo�o �ow�J �rNartirws BRF�v,s/ore-��5�
\\^t������`-�� Prepared by: Date:
G��P a.�cr,��-��' ,��4 fl'o C i A T E'J; /iv c. -ti�' ?-/d-/,�
Stormwater Quality Overlay District Tier: (Circle one) ier 1 Tier 2 Tier 3 T1er 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
se aratel for each ortion.
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�t,�- s'S 56 S.F.
B J'CRFF�../ a��rN S� S.F.
C �ri�� 68 S.F.
D ,�" c.�,-�a�- 3'roc,� 32 S.F.
E O.(/ - S6S5 S.F.
F ra / 9 8 S.F.
G ,,!x-r�^ �y S.F.
H ' �sc� , ..R � 2 2 75 S.F.
I TDdB S.F.
J c �1�.G 60 S.F.
K ii i� 80 S.F.
L �i /i 7 3' S.F.
M ,�+ ii 3'Z S.F.
N � i/ 78 S.F.
O i� ii 6 o S.F.
P i� �� ,� S.F.
Q �� '� � S.F.
R S.F.
S S.F.
T S.F.
� S.F.
�' S.F.
�N ;i.F.
X S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover /S �;6 S.F.
Excludable Hardcover See Cit Code Sec 78-1`684 :
T - 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 ! /8 S.F.
4 Total Lot Area 88 9y S.F.
RE p Proposed Hardcover Percentage [(3)=(4)] j,?p 7%,
JUL ��a��20�3zo13
Cl'YY OF ORONO
Melanie Curtis
From: Melanie Curtis
Sent: Wednesday, July 02, 2014 2:39 PM
To: 'Jacob Barkley'
Cc: 'Tom Bren'; Christine Mattson; Carter Ohrt
Subject: RE: Revised Orht Residence
Jake
You may proceed with the plan as revised. Please note, all of the finished improvements, hardcover levels and grading
must be approved by the City and shown on an as-built before the Certificate of Occupancy will be issued and escrow
released.
If you have questions please let me know.
Melanie Curtis
Direct 952.249.4627
Planning &Zoning Office 952.249.4620
Emdil: mcurtis(a�ci.orono.mn.us
Website: www.ci.orono.mn.us
Summer Office Hours: May 19 through August 29, 2014
Monday through Thursday: 7:30 am to 5 pm &Fridays: 7:30 am to 11:30 am
From: Jacob Barkley [mailto:jjbarkley3 a�yahoo.com]
Sent: Wednesday, July 02, 2014 9:31 AM
To: Christine Mattson; Melanie Curtis; Jake Barkley; Carter Ohrt
Subject: Fw: Revised Orht Residence
Christine -
Please see below for the engineering on May 23.
I will talk to Gronberg this morning to see about revising the walls in the avg. lakeshore setback to be
<4'......
Thanks in advance for your assistance.
Regards,
Jake
Jake,
Here is revised X Section as per your talk with Curt! Feel free to call if you have any other questions
or concerns.
Thanks,
Steve
i
CITY Ot'V N � (�� TE, TIME I /
RO 6 r, — l/
INSPECTION TIC c/ SCHEDULED �!� '
PERMIT NO.��� '�5 j co P��
ADDRESS �7� 4C.�
OWNER ELEPHONE N0.71 �a �'2��
CONTRACTOR � u� � '
� DESCRIPTION "— �
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
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V BEFORECWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (g52) 249-46��
OwnedContractor on site:
inspector. � S�
White Copyllnspector's File Canary CopylSite Notice
�� C�� D TE '. TIME V
CITY OF ORONO CALLED IN cs�c5r I 3
INSPECTION NOTICE SCHEDULED ��- �
PERMIT NO..-��'-���-' ��� COMPLEfED
ADDRESS 7G� � fl � c�
OWNER TELEPHONE NO. ��� ���'��j
CONTRACTOR �-�l �%f'Vlc�`� �
� DESCRIPTION � l-���C� � � �
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y ❑ POURED WALL O MECHANICAL RI ❑ LAKESHORE/WETLANDS
O O FRAMING ❑ MECHANICAL FINAL ❑ TFEE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEP C FINAL ❑ FOUNDATION/REMOVAL
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V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (g52) 249-46�0
OwnerlContractor on site:
Inspector. � 1'�1�.��
White Copyllnspector's File Canary CopylSfte Notiee
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC CHEDULED �
PERMIT NO. � ���OMPLETED
ADDRESS ��S ��'F'0�� ��
OWNER TELEPHONE NO.
CONTRACTOR � d � �g c3 r�
� DESCRIPTION lJ T� ��� ��� �
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Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL O FOUNDATION/REMOVAL
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� BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALLINSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_
Call for the next inspection 2a hours in advance. (g52) 249-46�0
OwnedContractor on site:
Inspector. ��
White Copyflnspector's File Canary CopylSite Notiee
'��, �/
CITY OF ORONO CALLED IN 2 3 IE —��'��'�
INSPECTIO O I E SCHEDULED Z '"�3 1%� �"
PERMIT NO. � COMPLETED
ADDRESS�'�.`] 6X �U►�C� ��Q .
OWNER TELEPHONE NO.��2�� 9 `��v
CONTRACTOR Mas' �r`e� v-N►K-e.
�; DESCRIPTION � �� �r"""�
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� ❑�WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS
Q FRAM ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP
❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL
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V BEFORE COVERING PERMANENT
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALLINSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-460�
OwnerlContractor on site:
Inspector. ���_ _ _
White Copyllnspector's File Canary CopylSite Notice
� � � DAT TIME �
CITY OF ORONO CALLED IN ��Z��I'�
INSPECTION N TICE SCHEDULED / — — .' (�—
PERMIT NO —a COMPLEfED '� �+
ADDRESS
OWNER EPHOWE NO ' 3����D
CONTRACTOR
� DESCRIPTION � . l GL�SS�S "C��iV617.
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Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPWNT
v � DEMO-SITE ❑ SEPTIC MAINT. � FOLIOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL O FOUNDATION/REMOVAL
2 �NNERlCONTRACTOR TO MEET Y�U:�YES_NO
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INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOPORDER POSTED.CALLINSPECTOR
❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS.
Call forthe n t inspection 24 hours in advance. (952) 249-46�0
OwnerlContra ite:
Inspect
White CopyllnapecMr's File canary coPy►sn.Na�e
�� �
��CITY OF ORONO CALLED IN I_�TE` TI
INSPECTIO TI SCHEDUIED � l :vU
PERMIT NO. ��' �5� OMP ETED
ADDRESS �� xT`�'��• �
OWNER �hr-� TELEPHONE NO. �2g� �g�
GONTRACTOR ��^�-S 1��. � F
� DESCRIPTION fC� �
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Z ❑ INSULATION ❑ WOpD BURNER/FIREPIACE ❑ SITE INSPECTION
Q ❑ RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS
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_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
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OwnerlContractor on site:
Inspector: �� •
White CopyllnspectoPs Flle Canary CopylSke Notice
� S __�_!� DATE TIME ✓
CITY OF ORONO CALLED IN � -o��o I��
INSPECTION NOTIC _� SCHEDULED �—�� -/�
PERMIT NO.oZO�� �coM Ere�
ADDRESS T 7—� �1�?�
OWNER T EPHON ��-8�'����
CONTRACTOR �-
�; DESCRIPTION ` -
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Z ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB O WATER HOOK-UP
p PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. O FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL O HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL
2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adva � . ( 2) 249-460�
OwnedCorrtractor on site:
Inspector:
White CopyllnspectoPs File Canary ylSite Noties
�� � �.
��� TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE L/(�SCHEDULED l !� �'�
PERMIT NO T'1j CO ETED
ADDRESS
OWNER EL NE NO - 3�-��d3
CONTRACTOR
� DESCRIPTION � �
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lL ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRAD NG/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WEfLANDS
�
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
L,/�EINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
��❑ DEMO-SITE ❑ SEPTIC MAINT. � FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL � HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO �
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (J52� 249-4600
OwnerlContractor on site: �� � �—
Inspector.���—��
White Copyllnspector's File Canary CopylSite Notice
�
�o�o co�Y
r
/
GENERAL NOTES: GENERAL NOTES:
DESIGN PROVISIONS: QUALITY ASSURANCE PROViSIONS:
1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN 1. MULTIPLE CONTRACTORS (FENCE, WALL, CRADING, ETC.) MAY BE L�SED TO
THE PREPARATION OF THE S7�RUC7L'RAL CALCULATIONS FOR THE ,' COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS.
NATURAL RETAINING WALL SYSTEM: ,;� PLANS DO NOT DEFINE SCOPE OF WORK FOR INDNIDUAL ENTITIES. SEE
' CONTRACT' DOCU:�tENTS FOR SPECIFIC DE7�AILS ON THE SCOPE OF WORK
� � 'y SOIL TYPE f,� � � THAT WILL BE PROVIDED BY ALL PARTIES.
, h.
RE7�AINED SOIL 26� 0 PSF 120 PCF SANDY LEAN CLAY ` 2. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER
�`_�' OR TECHN[C(AN TO VERIFY FIELD AND S[TE SO[L CONDITIONS. IF THIS
FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY ��� ; , WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A
`�`"`- QUALIFIED GEOTECHNICAL ENG[NEER/TECHNICIAN SHALL BE CONSULTED
�� A SUBCUT MAY BE RE�UIRED AND STRUCTURAL FILL SHALL BE PLACED AND �m.
� � IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
COMPACTED TO PROVIDE AN ADEQUATE BEARINC FOUNDATION. ���'� PERFORMANCE.
:�
`' ?. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS � 3. THE FOUNDATION S011 S AT THE BASE OF THE WALLS SH.ALL BE [NSPECTED
' >: ;
AND MAXIMU'vt SURCHARGE LOADINGS: � BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR[MPROPERLY
� CO�iPACTED EMBANK'�4ENT MATERIAL SHALL BE REMOVED AND REPL.ACED
UN[T TYPE: NATURAL BOULDER UNITS, 15°BATTER �r'' AS DIRECTED BY THE ENGINEER PR[OR TO WALL CONSTRUCTION TO
REINFORCEMENT: GRAVITY PROVIDE ADEQUA7�E BEARING CAPACITY AND MINIMIZE SETTLEMENT.
DESIGN METHOD: COULOMB
LIVE LOAD: SO PSF 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR
DEAD LOAD: NONE GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS
BACKSLOPE: 7N:1V REQUIRED IN THE FIELD SHALL BE [NCORPORATED INTO THE WALL
TOE SLOPE: 7H:1V CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENG[NEER.
SEISMIC: N/A
1fYDROS7�ATIC: N/A 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE
ENGINEER, MEETING THE MINIMliM REQUIREMENTS OF THE APPROVED
3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF DESIGN PLANS OR SPECIFICATIONS.
SAFELY SUPPORTING THE MINIMUM APPL[ED BE.AR[NG PRESSURE (3,000 PSF)
�XiITHOU�I'FAILURE OR EXCESSNE SETTLEMENT. LOCAL BEARING CAPAC[TY 6. ALL SOIL BACKFILL SH�LL BE TESTED BY THE GEOTECHN[CAL ENGINEER
SHALL BE CONFIRMED BY 7�HE S1TE GEOTECHNICAL ENGINEER AFTER SHEET INDEX FOR MOISTURE, DENSITY, AND CO'viPACTION PERIODICALLY (EVERY 2'
FOUNDAT[ON EXCAVATION AND PRIOR TO WALL CONSTRUCT[ON. VERTICALLY, 100'-200'C/C)MEETING THE MINIML'M REQUIREMENTS OF THE
SHEET DESCRIPTTON .APPROVED DESIGN PLANS OR SPECIEICAT[ONS.
1. T1TLE SHEET 7. THE CONTRACTOR SHALL ESTABL[SH AND MAINTAIN QUAUTY CONTROL
2. SITE PLAN FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH
CONTRACT REQUIREhtENTS AND MAINTAIN RECORDS OF ITS QUALITY
3. TYPICAL WALL SECTION CONTROL.
S. ALL WALL ELEVATIONS, GRADES, .AND BACK SLOPE CONDITIONS SHALL BE
VERIFIED BY THE ENGINEER IN 7�HE FIELD FOR CONFOR!v1ANCE WITH
APPROVED DESIGN PLANS. ANY REVISIONS TO THE STRUCTURE GEOMETRY
OR DESICN CRITERI,A SHALL REQUIRE DESIGN MODIFICATIONS PR[OR TO
PROCEEDING WITH CONSTRUCTION.
COPYRIGHT(r)ZOl I-'_014 BY CNIL DESIGN PROFFSSIONALS
1)r,�i�r�{R��. P«y��.c Il��z tr�t N,. .Il,`P Uf
I herebc cer�i thu�thi� ic�tiun,or report was prepnrrd by
N° ��'fe R`�'.",° �sv SRS PE11012'_51 n�r <�r unde m ir u r i�ion and [ha[ I aro a dul Licensed
DESIGN UHRT RESIDENCE } u v
� � �R(�j�]Q,]�Ij�]�]ESQ']-A Pmtrssiuna n u d e lae�s uf the State ut\4innesota
5„i�_ i��,,�<<N�,
PROFESSIONALS 3 N�T�s� 14�0��i
�;���:
� 'nt`9 Ll'NI)ALE AVENVE v)VTH.SllIT!1MRL(x)MIN(:TON,�IN Si12C � L).ir��: til�.n�t No�. /� /��
PHl1NE:19iZ�H�YS)IlIfAX:�]b)1192.19Wil�H`-1TF::l�'NM1V.Cl>P-VS.C'OTf � :�AY23��0�4 ����� ����� Il,i��.�. (/'I�/ZV�f
smro.�nm«�mo.,R�,N„�.v+�.u.e.�rune.��rrnutFao�,�. 6 � tifirl��arl R.Jol��u�,��I'.E.
'2o�r�Std Qc�inir� v�nl�� 2�3..c�Se.Y
NOTES:
l. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS ��RTN
- REPRODUCED FROM NORBY AND ASSOCIATES LANDSCAPES ARCHITECTS
SITE PLAN,SHEET 2 OF 2 IAST REV�ISED 5/14/14. � 0 10 20 30
2. THE APPROXIMATE LOCATION OF UTILITIES KNOWN TO EXIST AS
� SHOWN ON THE FLANS ARE BASED ON THE BEST INFORMATION '� GRAPHIC SCALE IN FEET
AVAILABLE AT THE TIME OF PIAN PREPARATION. �� �T
�5��'I.'�RC`FL_��
3. THE CONTRAC7�OR SHALL VERIFY [NVERTS OF PROI'OSED AND EXISTING
UTILITIES TO ENSURE THERE ARE NO CONFL[CTS. 7�HE ENGINEER SHALL
BE CONTACTED IF CONFUCTS ARISE AND AN ALTERNATIVE DESIGN MAY
BE REQUIRED.
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COPIRIGHT(c)ZO1 I-'_014 BY CIVIL DESIGN PROFESSIONALS
n.Q���d n��. r.o,-,-c R����. � � �No�. I herehy certi� that this n,�p cihe2u n or report wa�prepared b��
N,'. n.," R"„'°° �'` SRS PE11012�51
� �� �ESIGN � UHRTRESIDENCE nie <r unde �u�� ir - upr sion vnd that I am a duh Li�en�rd
� s,,i,. ORONO,MINNESOTA er� ,N, Pr�te.,����,�1 �, �� � .l e laN�.�,f�hr sc�ce„ti'�1t�,�,<;,�c�
PROFESSIONALS 3 r�= to� 14��>>
4 r�i�:
wC9 LYN[lAL!A��NUti�OUTH.SUI]E 2M RLINJMIN(;Tl1N.AIN Si12C c I)�.�r��: n 11i�v�r ivii�. /�/���/��
� PHONti:�Y52iJt�15ilEIP.VC:li6J1�92.1Yh91WEBlTEiW'W'W'.l.'UI'{;c.�'OM J �f�Y�� �l��T ���� ���� � I�nr� (///�//�in
.m.o��„���a�tE�w�.w,a,o a��,,,��,_�,.���,a�M�.U. 6 ` '- ���d,��i a]�,i,�,.,,�,ee.
NOTES: DRAINAGE STONE SPECIFICATION:
DRAINAGE STONE SHALL CONSIST OF CLEAN 1" CRUSHED
1. THE SECTTON SHOWN REPRESENTS TYPICAL CONSTRUCTTON FOR THE THE OHRT STONE(PHI 40°)MEETING THE FOLLOWING GRADAT[ON:
RESIDENCE AT 475 OXFORD ROAD, ORONO, MINNESOTA BOULDER RETAINING WALLS.
� THE WALL HEIGHTS, ELEVATIONS, BACK SLOPES AND TOE SLOPES VARY AS SHOWN ON SIEVE SIZE: %PASSING
THE SITE PLAN AND ELEVATTONS PLANS RESPECTIVELY. BOULDER STACKING DETAIL 1" 100
3/4" 100-75
► 2. UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO DEP'TH AS No.4 0-10
REQUIRED BY THE ONSITE GEOTECHNICAL ENGINEER AND REPIACE WITH SUITABLE 24"D TOP BOULDER No.50 0-5
COMPACT'ED STRUCT'URAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY. (MIN) (SEE NOTE 5)
BENCHCLIT WHERE ONSITE SOILS ALLOW. THE STRUCTIJRAL FILL SHALL BE COMPAC fED 30„D FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE
TO A MINIMUM 95%STANDARD PROCTOR DENSITY. DRAINAGE MATERIAL. IT MUST HAVE<10%FINES PASSING THE
H g6' 30"D NO.200 SIEVE.
3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT 1S REQUIRED. ACTIJAL DEPTH(D)TO HEIGHT(H) RETAINED BACKFILL SPECIFICATION:
LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD 30"D
CONDITTONS AND OSHA REGUTATIONS. WHEN H=6'-BOULDERS SHALL
BE A MINIMUM 30"DEEP(AS PER RETAINED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC
4. THE MINIMUM BOULDER DEPTH(D)IS A FUNCTTON OF THE OVERALL WALL HEIGHT AS 30"D BOULDER DEP'TH SCHEDULE). MATERIAL MEETING THE FOLLOWING GRADATION - ON SITE
SHOWN IN THE BOULDER DEPTH SCHEDULE. SILTY SAND(PHl 28°):
5. A SMALLER BOULDER MAY BE USED AS A TOP BOULDER (D/2) FOR FINISHED GRADING SIEVE SIZE: %PASSING
PURPOSES. 1" 100
3/4" 100-75
6. COMPACT ALL SOILS PIACED BEHIND THE DRAINAGE ZONE TO 95% STANDARD No.4 20-100
PROCfOR DENSITY. No.200 0-60
PLAST'ICITY INDEX(PI)QO AND LIQUID LIMITS(LL)<40
7. THE WALLS REQUIRE A MINIMUM EMBEDMENT DEPTH OF 8 INCHES.
6.00' 11.00' 6.00'
8. DO NOT BRING HEAVY COMPACTTON OR PAVING EQUIPMENT WITHIN 3.3'OF THE BACK
OF THE PROPOSED RETAINING WALLS. 8"LOW PERMEABLE SOIL PAVER PATTO
�s'
9. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS REQUIRING NO SOIL NOTES: ' •
REINFORCEMENT: WALL 3(W3) , .
" MINIMUM SAFETY FACTOR FOR OVERTURNING 1.5 H1=EXPOSED I�VALL HEIGHT x ,
MINIMUM SAFETY FACTOR FOR SLIDING 1.5 + 8"LOW PERMEABLE SOIL M � .. a `:�,:�1 RETAINED SO1L
H a EXPOSED WALL HEIGHT EMBEDMENT
MINIMUM SAFETY FACTOR FOR BEARING 2.0 ,3 15�(I'YP� . / 1
10. PLACE A 4" DIAMETER PERFORATED DRAINPIPE WRAPPED WT[H GEOTEXTTLE FABRIC a• -
INSTALLED AS LOW AS POSSIBLE WITH POSITIVE DRAINAGE. OLJTLET TO SITE DRAINAGE WALL 2(W2) '
SYSTEM.
� 12"MIN DRAINAGE ZONE ' . RETAINED SOIL
11. ONSITE SOIL PARAMETERS MUST BE VERIFIED PRIOR TO CONSTRUCT'ION. IF SITE SOILS x �, (1"CRUSHED STONE) : , •
DO NOT MEET THE DESIGN PARAMETERS SHOWN ON SHEET 1, CONTACT CDP � ''3 � � ° �' 8 OZ.FILTER FABRIC(TYP) ONSITE SOIL
IMMEDIATELY AND A REDESIGN WILL BE REQUIRED. x x D�2 7 MIN ' • �1
� N
�, a� a � ' 1
� <
+
+ WALL 1(Wl) APPROXIMATE
'� ', APPROXIMATE LIMIT'S EXISTING GRADE
� GRANITE BOULDER � OF EXCAVATTON
POOt DECK FINISHED GRADE . 4' � ° CRUSHED STONE
BOULDER DEPTH SCHEDULE: � � �' � BENCH CUT ONSITE SOIL
(NO TOE SLOPE)(NO BACK SLOPE) � � 9• ` ° '
WALL HEIGHT(H): MINIMUM BOULDER DEPTH(D): — — ���SEE NOTE 3
� 8"MIN \
6' 30^ I ` /� D � � 4"DIA DRAINPIPE(SEE NOTE 10)
ll `�\ / 1 1 \ / 1
� \ /
7' 33" � � —1 — ._ � _ 1— �/ 1
8' 36"
�� 39" SUBCUT(SEE NOTE 2) TIERED WALL SECTION A-A
10' 42"
(WALL 1 SECT'ION SHOWN AT IS')
(WALL 2 SECTION SHOWN AT 15')
(WALL 3 SECT'ION SHOWN AT 10.5')
COPYRIGHT(c)2011-?Ol4 BY CIVIL DESIGN PROFESSIONALS
Dni��ed B�: Projecr. Reri.o-aeo��Na [heteby certi� tliaC tliis n,sp CitiCatiun,ot teport was prepare�by
No. Daa R�;�+«, �' SRS OHRT RESIDENCE PE11012251 me or unde my 'r upe sion and that I am a duly Licensed
� �1�'�L DESIGN 1 ORONO,MINNESOTA Profea�iuna n ' d e lae�s of the State uf Minnesota.
Z Scale: Projnr No:
PROFESSIONALS 4 �"-5' T.�� 14A311
� H6MLYNDALEAVENUE90ViH.SU17Erirt�BLOOWNG71DN.1W5S1)P Date: S6eerNo: Dare: �/N/f(/M�
PHONE�19521x15312�FA74(76)��t19B91�.y7'IE�WR'W.CDP118-CON 5 MAY 23,zoia TYPICAL WALL SECTION 3
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emo
To: Finance Department
From: Christine Mattson, Planning Assistant . �
CC: Street File
Date: January 12, 2015
G/L: 101-22205
Re: Escrow Refund
Building Permit #2013-00548 pertaining to 475 Oxford Road is complete. Please refund
$10,000 to the applicant, CKO Vacation Properties, LLC.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: CKO Vacation Properties, LLC
PO Box 904
Long Lake, MN 55356-0904
w:�.sVeet filesbxford rdkF75�escrow refund form 2013-00548.doc�c
TEMPORARY CERTIFICATE OF OCCUPANCY
ESCROW AGREEMENT
Orono Building Permit#2013-00548
AGREEMENT made this�day of , 20�by and between the CITY OF
ORONO, a Minnesota municipal corporation ("City )and CKO Va�ation�Properties, LLC ("Owners").
Recitals
1. Construction of the new residence located at 475 Oxford Road the ("Subject Property"),
legally described as Lot 2, Block 1, Stielows Addition, Hennepin County Minnesota, is the
subject of building permit application number 2013-00548 has been completed.
2. Winter conditions currently prohibit completion of exterior improvements, final grading,
and vegetation establishment. An as-built survey cannot be accurately conducted at this
time.
3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the
Owners so that the Owners may occupy the new residence.
4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of
exterior improvements, continuation of erosion control and submittal of an as-built survey
to the City.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporan�ously with the execution of this Escrow
Agreement, the Owners shall deposit $10,000 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 assure completion of any
exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to
the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of
$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent
with expenses the Owners would be responsible for under a building permit application. The escrow will
also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that
the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of
Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any
hazardous conditions associated with the work and to repair any damage to public property or
infrastructure that is caused by the work (including planning, engineering, or legal consultant review)
associated with building permit #2013-00548 if compliance with the approved building permit is not
accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will
in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of
the Owners' receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make
payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners
pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval
of the Owners to reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to
the Owners when all requirements related to the project are complete. City Staff shall review the terms of
this escrow agreement finro times per year to determine whether the requirements of the project have
been successfully completed and whether it is appropriate to return the funds. Owner may also request
the release of the funds, and such funds shall be released upon City Staff receiving the appropriate
verification that all requirements of the project have been successfully completed.
155441
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, th� City shall have the right to certify the
unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012.
7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents,
employees, officers and contractors, the right to enter upon the subject property for the specific purpose
of inspecting and completing any exterior improvements, final grading, establishment of vegetation and
the restoration of the subject property should the Owners not complete the work by the specified dates.
CITY: CITY OF ORONO OWNERS�%'"� ��
rc :�
.. �,f-�,
By: � -_
its.
.., � , ., ��,.
., � �� � _ . � � ` ��: �.�a
,�`. .�,'.���`.. .,;t w ��` � �,
155441
City �f Orono
2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt No: 3.012446 Dec 11, 2014
475 Oxford / #2013-00548
Planning and Zoning
Escrow deposit- TCO 7,500.00
101-22205
Deferred Rev-Developer Deposit
---------------
Total: 7,500.00
---------------
---------------
Check
Check No: 321 7,500.00
Payor:
475 Oxford / #2013-00548
Total Applied: 7,500.00
---------------
Change Tendered: .00
---------------
---------------
12/11/2014 12:25PM
� � - CITY OF ORONO * Z 0 1 4 - 0 1 4 2 3 *
2750 KELLEY PARKWA�i' DATE ISSUED: 12/ll/2014
ORONO,MN 55356-
(952)249-4600 FAX: (952 24�-4616
ADDRESS : 475 OXFORD RD
PIN : OS-117-23-41-0010
LEGAL DESC : STIELOWS ADDN
: LOT 002 BLOCK 001
PERMTT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: THIS$7500 ESCROW IS FOR THE TEMPORARY CERTIFICATE OF OCCUPANCY FOR 2013-00548.
APPLICANT ESCROW FEE-BUILDING 7,500.00
ESCROW FEE-EROSION CONTROL 0.00
CKO VACATION PROPERTIES ESCROW FEE-GRADING 0.00
575 OXFORD ROAD TOTAL 7 500.00
MEDINA,MN 55340- �
Payment(s)
CHECK 321 7,500.00
OWNER
CKO VACATION PROPERTIES
575 OXFORD ROAD
MEDINA,MN 55340-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and dces
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if 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 confortnance with the State Building Code.This permit may be
revoked at any time for due cause.
/ /
Applicant Permitee Signature Date Issued By Signature Date
Cit of �
Drono�MV��Y
95E-249-4600
I�ceipt No: 3.009035 Jun 11, 2013
Carter �rt
Previous Balance: ,qp
Per�its
�013-00�84 475 Oxford Ad �,Spp,pp
101-2�05
Deferred I�v-Developer Deposit
Total: 2��,�
Cfieck
I�eck No: 11406 � �0.00
Payor: '
Carter Ohrt
Total Applied: p�Sqp,pp
t�ange Tendered: --- .00
06/11/2013 02:QBPq
' � CITY OF ORONO * 2 pJ 1 3 - 0 0 4 B 4 *
2750 KELLEY PARKWAY DATE ISSUED: 06✓1U2013
ORONO,MN 55356-
(952)249-4600 FAX: (952 249-4616
ADDRESS : 475 OXFORD RD
PIN : OS-11'7-23-41-0010
LEGAL DESC : STIELOWS ADDN
: LOT 002 BLOCK 001
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOT'E: DEMOLITION PERMIT 2013-00234
APPLICANT ESCROW FEE-BUILDING 2,500.00
CKO VACATION PROPERTIES TOTAL 2,500.00
2832 HAMEL RD
MEDINA,MN 55340-
OWNER
CKO VACATION PROPERTIES
2832 HAMEL RD
MEDINA,MN 55340-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires 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 wnstruction 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.
1'he applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
/ / / /
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTI�R THAN DESCRIBED ABOVE.
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Add N.w o.b�.
Christine Mattson
From: Christine Mattson
Sent: Monday, December 01, 2014 2:09 PM
To: 'Tom Bren'; 'Carter Ohrt'
Cc: Melanie Cu�tis; Lyle Oman
Subject: RE: 475 Oxford Rd/#2013-00548
Attachments: Escrow Agreement TCO 2013-00548.pdf
Tom,
Thank you for your email. Upon receiving it I checked the file. It appears that you received the final inspection on the
home,you were not issued a Certificate of Occupancy.
Due to winter weather conditions,we are unable to verify all exte�ior site improvements have been completed as
approved therefore as I discussed with you a Temporary Certificate of Occupancy can be issued upon receipt of a
$10,000 escrow. This will be held until the improvements shown on the as-built survey and established vegetation can
be verified. Attached is a Temporary Certificate of Occupancy escrow agreement. The City currently holds$2,500 in
conjunction with this permit,so please have the property owners sign and return this agreement with a check for
$7,500.
If you have any questions, please do not hesitate to contact us.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway { Orono � MN � 55356(physical addressJ
PO Box 66 0 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 '2,�.�C�.
OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 25&26,2014 � ��
Thursday,January 1,2015
From: Tom Bren [mailto:tbrenCa�thomasbrenhomes.coml "
Sent: Wednesday, November 26, 2014 3:52 PM
To: Christine Mattson
Subject: 475 Oxford Rd
Chris,
When will we see the release of the escrow funds for the project completed at 475 Oxford Rd? We received the final CO
last week.
Thank you,
1
Christine Mattson
From: Tom Bren [tbren@thomasbrenhomes.comJ
Sent: Wednesday, November 26, 2014 3:52 PM
To: Christine Mattson
Subject: 475 Oxford Rd
Chris,
When will we see the release of the escrow funds for the project completed at 475 Oxford Rd? We received the final CO
last week.
Thank you,
Thomas Bren
Thomas Bren Homes, Inc
2073 W Wayzata Blvd
Suite 50
Long Lake, MN 55356
952-475-6777 p
612-759-5610 c
tbren@thomasbrenhomes.com
www.thomasbrenhomes.com
�