HomeMy WebLinkAbout2017-00125 - new structure- replaces 2015-00093 CITY OF ORONO * z 0 1 7 - 0 0 1 z 5 *
' 2750 KELLEY PARKWAY DATE ISSUED: 03/24/2017
` ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616 �S �r}
ADDRESS : 767 BRIDGEWATER DR �Q��O�O��
PIIV : 33-118-23-12-0089
LEGAL DE9C : STONEBAY SEVENTH ADDITION
: LOT 2 BLOCK 1
PERM[T TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : TOWNHOME
ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED
VALUATION : $ 388,000.00
NOTE: SEPARATE PERMITS REQU[RED: PLUMBING,MECHANTCAL,FIREPLACE, F[RE,WATER CONNECTION,SEWER
CONNECT[ON,LAWN IRRIGAT[ON„ELECTRICAL(STATE)
NOTE: PLEASE SEE AND INITIAL NEW BU[LDER ACKNOWLEDGEMENT FORM
OTHER INSPECT[OB REQUIRED: ONE HOUR WALLS-INITIAL:
APPLICANT PERMIT FEE SCHEDULE 239.73
PLAN REVIEW 1,900.81
WOODDALE BUILDERS INC. STATE SURCHARGE(VALUATION) 194.00
61 17 BLUE CR DR
MINNETONKA, MN 55343- TOTAL 2,334.54
(952)345-0543 Payment(s)
Minnesota State License#: BUIL-BC002926 CHECK 86775 2,334.54
OWNER
Stonebrook Development LLC
6117 BLUE CR DR
MINNETONKA, MN 55343-
AGREEMENT AND SWORN STATEMENT
The work Yor 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 construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of l80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are � )
requested in conformance with the State Building Code.This permit may be � ��
revoked at any time for due cause.
� � �� (
� ��. �; L�. G ,,�.��� � ,�-� , �
Applicant Permitee Signature Date Issued By Signa re Date
, CITY OF ORONO
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
Mailing Address: Permit number: � --- �dI 7
��lrj PO Box 66
�' Crystal Bay, MN 55323-0066 �� Date received: — � —/ 7
StreetAddress:' � � Received by: �� v �)F
y ` 2750 Kelley Parkwa �� Plan:review fee: ` I
`� � Orono, MN 55356 '
�`��Fswo�`� Total F : "
Main: 952-249-4600 - Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information musf be submitted� �� C��O �g �
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: �� ''� [R�L,,;�Q e.�, w vFTe,.�. 12.i� t� �L �
Will this be a Parade of Homes, Remodele s Showcase Home or other Display Home? [II�Yes ❑ No
/f yes,a specia!event permit is required with Po/ice Depa�tment and Eity Counci/approval 60 days prior to the event. Shutt/e bus service wil/be
required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICAN ORM TION:
Name: W �1► v � L w'C-
.
State License# Expiration Date:
Phone: cell � 0• office • •
Mailing Address: C 1 Cit . IP:
Contact Person: w 1. 1ti S Applicant is: ontracto Homeowner (Circle One)
Email and/or Fax: �L
PROPERTY OWNER INFORMA ION: .
Name: � �• � � �
Phone(day): s ` ' �
Address: �. Cit : t •wRMZIP: 3y
Emaii and/or Fax '_' � �
ARCHITECT/ENGINEER INFORMATION:
Name:
Phone (day): � • V� Xi�•
Address: C i1� Cit : i M. ��" ZIP: Ss 3�3
Email and/or Fax: V i Ce w.�. .
PROJECT INFORMATION: Descri tion of ro'ect:
1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal&
Water Supply
New Construction [�S�ngle Family with �esidence
❑Addition attached garage ❑ Garage/Accessory Bidg. [�rPeblic Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commerciai ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage �'�ublic Water
�'Any earih movemen4 may aiso requir� ❑ 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) � � S� 0 � Q •
REC�d��'�,�.:�
FE� t� � 101i
CITY OF ORONO
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction ���
.
a. Length(ft.)= Number of bedrooms=�
❑W d/Frame QCGv�ddCy � Z/�C��
b.Width(ft.)= �_ Number of garage stalls: ❑ Mas nry /
G�r �p .
Areas in square feet Attached= Z o ❑ Meta r�J��,��� Y ��r�� y{��
IGC / /
❑ Pole dg.
c. Basement= Detached= ❑ ICF
d. 151 Story =
❑ On site Prefab
e.2"d Story= ❑ O -site refab
f. '/Story =
❑ ther(pi ase specify):
g.Total Area=
REQUIRED SUBMITTALS: - �
All of the information must be submitted in. order�or your application to be processed: �
Not
Enclosed <.A li�a le
❑ � 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
❑ G✓ Hardcover Caiculation s
❑ � Se ti�S stem Site.Evaluation Re ort
❑ I�' Access Permit
❑ Cr' Wetland Buffer Im rovement Plan
❑ En ineered Plans f Retainin Walls 4 feet or above
❑ � Minnehaha Creek Watershed District Permit s a
❑ ❑ Plan Review Fee
i�" ❑ Application Escrow&Agreement '
❑ ❑ ' ' • Other:
APPLICARlT/01l1lRlER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information, the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a femporary Certificate of Occupancy may be issued upon xeceipt of a $10,000
escrow to ensure completion of the as-liuilt survey and all site improvements.
ApplicanYs Signatu . - Date: 3
Owner's Signatur . — - ___ _ Date: � �7 �
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.
SI �iV�N iI SC�1k� ��� �s
First Middle Last
GII '� Rl. ui Crt • dIL,
Address
M�Nw� i o,r.► rZ a� M � ss 3y 3 �,S'Z- 3 ys � os tl 3
City State Zip Phone
I understand my rights as stated above.
. ,. . . . .
��- ���.M.
Signature --�-
Packet Last Updated: January 2015
Page 7
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
/�2 �L,1 -�t� -7 /�y� 'C
Address: � ' S��Permit No.: �� [ ' W�l�J
Description of work: ���N2, - 3 U�+�'bl'" Date Rec'd: ��o '� /
Septic review by: c�'QM/l,� �"' �q,M -Da e App�ove� . ��
3 r7 1
Zoning review by: Date Approved: 7
Building review by: � Date Approved: � !�'�J
Grading review by: �� Date Approved: /_� Fc.� )�
Zon_ing District: � Zoning File#: --
Resolution? Yes Reso#: -- Reso Date: '-"- Signed: Yes No Resolution/N
/
Zoning: Lot Area: �� SF AC Width: �' � Structural Coverage: �SF � %
Survey Submitted: �es � No Date of Survey: 2' ?V•/�] Revised date(?):
Landscape plan submitted? ' 0 Yes Landscaper: 0 No/None proposed
Pro osed Setbacks: S� lUw� V►` UI�r
Front(�) Rear(Str �S E W ) ( N �E W ) Other Buildings Wetland
Side ide
� � t D � -
Buildinq Heiaht Analvsis:
Distance Between First Floor and defined Top of �
Roof See "buildin hei ht" definition :
First Floor Elevation from buildin lans � ' (b)
Highest Existing ground level (per rvey) or 10' ���.
above lowest round level, w ' ever is lower:
Difference between b d c : (d)
r
Defined Buildi Hei ht(a) -(d): �{��] z� '�
( ��,
� 1(,G��(,� ��,�l
, ,.
Average Lakeshore Setback
Shoreland District MCWD Permit� Met? Bluff
� Yes �No Permit Number: ' -� 6 0 Yes � No .I�/A � Ye No
� N/A-see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
�YQ� 0 Yes No � Yes No
1 2 3 4 5 p;�A ,�D Type(s): Type(s):
T
Updated: October 2016
v:\forms\plan review checklist 10-2016.docx
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge ` '
Investigation Fee p
SAC—Number of SAC Units !,�. ot�� 1��t'�
Other(specify) � , '� � �:,t � . � � e� .'` Z 015 -8�9�
S uare Foota e $ er S uare Foota e
sasement� ,C' j 7 x 0 .Z =-- � �
1� Floor � l X ,� _ $ 5 +
r � � X , Z = $
Garage � X = $ �y- �� , � z
Q /� �
Estimated Construction Value: $ ��d/, ��V
Orono Inspections Required Work Requiring Separate Permits
Footing � Site Plumbing 0 Grading/Filling
Poured Wall Silt Fence/Erosion Control Mechanical � Fire
Foundation Survey 0 Hardcover Removal Fireplace �Water Connection
0 Framing �Other(specify) 0 Masonry Sewer Connection
`�Waterproofing/Drain tile It ��U�'' r,�a Ils `�Mfg. �Lawn Irngation
Foundation Waterproofing -L 0 Other(specify) � Landscaping
Framing
Insulation
As-Built Survey
Final
Lathe Required State Permits
O Other(specify)
0 Well Electrical
REMARKS (in-house):
� l � �
��I��� � � ��. 7�
�.
.��G��ev/-�u� l �l L'�d . �
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND IN � Q �
��e Builder Acknowledgement Form ��� �U�`-' �-� � / ! `
V �
0 Prior to release of escrow money an as-built survey and h� �� 5�
,
�.,,� . . � _� . � _ , ��rE� �e�,,. �,�„ � � ,
Updated: October 2016
v:\forms\plan review checklist 10-2016.docx
, ` Builder Acknowledgement Form
Permit #2017-00125 / 767 Bridgewater Drive
Builder Representative Name: �,�„ � ('��"t_.NL��
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a
foundation as-built sunrey must be submitted and approved by the City or a Stop Work order � �
will be issued.
Schedule a minimum of one hour for the framing inspection. ��
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to ��
inspection.
Erosion control shall be installed and maintained throughout the entire project and must �
remain until vegetation has been established.
A haul route shall be submitted to the City Engineer for approval and inspection prior to
commencement of hauling from the site.The property owner shall be responsible for cleaning �_ \
and repair of roadways for any adverse impacts. �''-J
Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and /
approved. 7��
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a ��
separate Zoning Permit application to be submitted and approved prior to the work
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and � 1
approved prior to construction. ����
w:\street files\bridgewater drive\767\builder acknowledgement 2017-00125.docx
,.-._:..
-- _. .....-----
WATER RESOURCE PERMIT APPLICATION FORM
Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed project or work which may fall within
their jurisdiction. Fill out this form completely and submit with your site p1an,maps,etc.to the MCWD at:
15320 Minnetonka Blvd.Minnetonka,MN 55345.
Keep a copy for your records.
YOU MUST OBTAII�1 ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK.
l. Name of each property owner: GL
Mailing Address: J���GQ/d6rJ ir�,.�,�/�—City: ��;�rq State� � Zip: SS
Email Address: �D��w„�v i`�Q �F�.L'p.�.� Phone: �� ,S� 4��: iUe.�•
2. Property Owner Representative Information(not required) (Iicensed contractor, architect, engineer, etc...)
Business Name: �,7-g,,, t z�d/L �E �/-!L C Representative Name: p�Ttrz. �� �J:S
Business Address: /Q/� �p v t•�l�� PL�C�c • City: ��;,,✓� , 5tate:�Zip:�
Email Address:�� �ri.z,v`,c� � ,,h�. G o� Phone: 6/2 3�S• 0332-Fax: �• ""� '
3. Project Address: rL.� r�T�. � �J L , City: 0�2d�✓�
State: M.� Zip: Qtr Section(s): Section(s): Township(s): Range(s):
Lot: Z. Block: _�_Subdivision: t T ��o�:
4. Size of project parcel (square feet or acres): �30 Sr�
Area of disturbance (square feet): �da U Valume of excavation/fill (cubic yards): �S"S`G
Area of existing impervious surface: Q Area of proposed impervious surface: ���,�
Length of shoreline affected(feet): ---• Waterbody(&bay if applicable): --�
5.�T'pe of permit being applied for(Check all that apply):
C+� EROSION CONTROL ❑ WATERBODY CROSSINGS/STRUCTiJRES
❑ FLOODPLAIN ALTERATION ❑ STORMWATER MANAGEMENT
❑ WETLAND PROTECTION ❑ APPROPRIATIONS
❑ DREDGING ❑ ILLICIT DISCIIARGE
❑ SHORELINE/STREAMBANK STABILIZATION
6. Project purpose(Check all that apply):
❑ SINGLE FAMII�Y HOME �MIJLTI FAMILY RESIDENTIAL(apartments)
❑ ROAD CONSTRUCTION ❑ COMIv�RCIAL ar INSTITUTIONAL
❑ UTILITIES ❑ SUBDNISIONS (include number of lots)
❑ DREDGING ❑ LANDSCAPTNG(pools,berms, etc.)
❑ SHORELINE/STREAMBANK STABILIZATION ❑ �THER(DESCRIBE):
7. NPDES/SDS General Stormwater Permit Number (if applicable):
8. Waterbody receiving runoff from site:
9. Project Timeline: Start Date: Completion Date:
Permits have been applied for: City County �MN Pollution Control Agency DNR 0 COE 0
Permits have been received: City—�County—�MN Pollution Control Agency—�DNR—�COE--�
By signing below,I hereby request a permit to authorize the activities described herei.n. I certify that I am familiar with MCWD
Rules and that e roposed activity will be conducted in compliance with these Rules. I am familiar with the information
cont � in this ap �ca �on and,to the b t of my lmowledge and belief,a11 information is true,complete and accurate. I
und stand that proc g with work b re all required authorizations are obtained may be subject to federal, state and/or local
adm � im� pe ties. ,
. � �
Signature ofEac operty Owner Date
Revised 7/1�/13 Page 1 of 1
� Erosion Control Supplemental Information
Final Stabilization will be provided with (seed, sod, etc): � ��
and 6 inches of topsoil will be added/replaced prior to final stabilization.
Concrete Washout: Location of concrete washout
�!` Off site _Indicated on site plans _Other(description): _Contained on truck:
Vegetation: Protective fencing will be installed as necessary so as to exclude all fill and equipment
from the drip line or critical root zone, whichever is greater, of all vegetation to be retained.
�Yes _Not Applicable _Other(description):
Inspections: An erosion control inspection plan is required for all projects disturbing'/4 acre or
greater.The inspection requirements are as follows:
1) The individual ident�ed as being responsible for implementing the erosion control
plan mzrst rozrtinely inspect the construction site once every seven days during active
construction and within 24 hours after a rainfall event greater than 0.5 inches in 24
hozars.
2) All inspections and maintenance conducted during construction must be recorded in
writing and these records ma�st be retained with the erosion control plan and made
available at the District's request within 24 hours. Records of each inspection and
maintenance activity shall include:
i. Date and time of inspections;
ii. Name ofperson conducting inspections;
iii. Findings of inspections, including recommendations for corrective actions;
iv. Corrective actions taken(including dates, times and party completing
maintenance activities); and
v. Date and amount of all rainfall events greater than 0.5 inches in 24 hours.
Provide the following information for the primary individual responsible for implementing the erosion
control plan:
Name �ti�►1/J `I►� �r�rT �',�
Organization n n��r� �, � 1�i L 1�t K,S a v.rC
.
Phone ���/ /Q���Q� Alternate Phone � 5� �3 y s•� �y,3
Emai 1 ��pj v+7 I� W 00����_ �V i L 1�G Il.; . C 0 NM
I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the
proposed activity will be conducted in compliance with this rule.
�...�s:s,.��..� 1 ,
Signature of Applicant ar Autharized Agent Date
�Christine Mattson
From: Adam Edwards
Sent: Monday, February 13, 2017 1:14 PM
To: Christine Mattson
Cc: Roger Peitso; Mike Gaffron; Melanie Curtis
Subject: RE: 765, 767 &769 Bridgewater Drive (2017-00123, 2017-00125 &2017-00127)
Chris,
I've reviewed the subject grading plans and stamped them approved with revision.
1. The water service connections must be protected from construction traffic during construction. The one for 767
is shown in the driveway at the construction entrance. Failing to protect these can result in water line breaks.
2. Street cleaning-Streets shall be cleaned and swept within 24 hours whenever tracking of sediments or soils
occurs and before the site is left idle for weekends.
3. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to
any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection.
4. A separate utility permits will be required for the sewer and water connections.
Adam
From:Christine Mattson
Sent: Monday, February 13, 2017 12:10 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Mike Gaffron<MGaffron@ci.orono.mn.us>; Melanie Curtis
<MCurtis@ci.orono.mn.us>
Subject: 765,767&769 Bridgewater Drive(2017-00123, 2017-00125 &2017-00127)
Adam,
We received building permits for a new three home,townhouse. We did not receive enough copies of the building plans
(additional copies have been requested), but thought I could get you started on the engineering review.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN � 55356(physical addressJ
PO Box 66 I 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 430 pm
OUR OFFICE WILL BE CLOSED: Monday, February 20,2017
1
�5 � �� � %�G� '�'lc�X� �"c��t��
New Construction Energy Code Compiiance Certificate
Date Certificate Pos
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel.
Place your
Mailing Address of the Dwelling or Dwelling Unit R City
767 Bridgewater Drive Orono logo here
Name of Residential Contractor MN License Number
Wooddale Builders BC002926
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply Passive(No Fan)
� �� ����
��� o �, or other system monitoring
�� �� � ` .
� �, N Location(or future location)of Fan:
,p T
� U C � � a �
o n. 3 � U � o � c°
� n � @ -a U � a� �
� Q 0] �] a� � �a c
@ N C � ` T
� � N N � O_ LL O
Insulation Location � �� Z '� '� U � � W N
m `o o' °' E E � � -o
m
� c a� a�
m ca c
� � z � � ii ii � � � Other Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X R10 ext.&r5 Int.
Perimeter of Slab on Grade X
Rim Joist(1 st Floor) R-20 X Spray Foam
Rim Joist(2nd Floor+) X
Wall R-21 X
Ceiling,flat R-as X
Ceiling,vaulted R-as X
Bay Windows or cantilevered areas R-38 X 3!a"Foam Below
Floors over unconditioned area
Describe other insulated areas
Building envelope air tightness: Duct system air tightness:
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.31 x Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.29 R-value
MECHANICAL SYSTEMS Make-up Air Se/ect a Type
Appliances Heating System Domestic Water Cooling System
Heater x Not required per mech.code
Fuel Type Natural Gas Electric Electric Passive
Manufacturer Rheem Rheem Rheem Powered
Interlocked with exhaust device.
Model R92PA0601317MSA Pro E 50 RA1336AJ1NA Describe:
Input in 56000 Capacity in 50 Output 3 Other,desCribe:
BTUS: Gallons: in Tons:
Rating or Size
AFUE or g2 g5 SEER 13 SEER Location of duct or system:
Efficiency HSPF% /EER
Heating Loss Heating Gain Cooling Load
Residential Load Calculati 45177 30197 34600
Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): x Not required per mech.code
Selecf Type Passive
X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 65 High: 155 Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s),describe: Cfm's
Capacity continuous ventilation rate in cfms: 64 CFM "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: 127 CFM "metal duct
Builders Associaton of Minnesota version 101014
� Rifvac es�der�tfal8 Light Commerctai HVA,C Loads' ;:'' } Elite Software Development,+lna,
Rh:car HeaUng and Cooling ' � _ Wooddale Stonebay Cente�Unif�
� Aniiove��NiN,55304 ,
Pa e,1�
Pro ect Re ort
Gener I,.Pro ect:r1nLrormation �{��""�_ ; � � �� :���'- �� } ��,_� �,,, �»� � ���•<�<{'"��� ��Y�� �,�.,-� �;��. �. ,Y ,�t, u,
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Project Title: Wooddale Stonebay Center Unit
Designed By: Aaron
Project Date: 2/3/17
Project Comment:
Client Name: Wooddale Builders
Company Name: Ricear Heating And Air
Company Representative: Aaron
Company Address: 2387 Station Parkway NW
Company City: Andover, MN 55304
Company Phone; 763-754-4000
Company Fax: 763-754-U132
Company E-Mail Address: Aaron@riccarhvac.com
Gompany Website: riccarhvac.com
°D�si=n�D�ata�� ������ � . � � � �. .� �x r��� �� :,� � s�>. �. j . 4 t� � ��
t��= ��{,�_.,.�,�: .-cS., *,.c ch., r� _, ._. . �� a. �i���.'��':�, ,.�a S
Reference City: Minneapolis/St. Paul AP, Minnesotal: �
Building Orientation: Front door faces East
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Faetor. 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Drv Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -15 -11.42 n/a 30% 70 25.53
Summer: 88 71 44% 50% 75 24
Che�k Fi�ures �� ��� � �� :��
.-. _ , . k�" . ..._�: � . .,::` �, � .; i ;r�. :,
,, . ,.
Total Building Supply CFM. 1,201 CFM Per Square ft.. 0.361
Square ft. of Room Area: 3,324 Square ft. Per Ton: 1,321
Volume(ft3): 2g,g42
=Bwil`din .Loads ,� `' , . > � . � �� .,, ,
��_��.��.��.=:
Total Heating Required (ncluding Ventilation Air: � 45,177 Btuh 45.1�7 MBH �
Total 5ensible Gain: 26,330 Btuh 87 %
Total Latent Gain: 3,867 Bfuh 13 %
Total Cooling Required Including Ventilation Air: 30,197 Btuh 2.52 Tons (Based On Sensible+
Laten#)
.. . ,, „� . . ,
�Note's�; ., ; �� � �; � ,. ��� � � : , . �� � : � ..:;; .��� �'�
Rhvac is an ACCA approved Manual J and Manual D compUter program.
Calculations are performed per ACGA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data
at your design condifions.
C:\...1Wooddale Center Stonebay.�h9 Friday, February 03,2017, 3:47 PM
Rhvac I�esident�ai 8 LigM Commercial HVAC Loads � Elite Sqftware Development,Inc:
Riccar Heatlng and Cooling Wooddale Stonebay'CeMer Unit
Mdover_MN'55304 ' ,,.. , ,Pa e.:2.
7"otal8uildin Summa Loads
Cornponent ' � : ; � ��, - Area � `.�c �S�n��� La't� � = Sen �� ���T �^
� ��,.r��` € i s r'c`"� "s'a.�k, - Rt*� �, t t �;. � "��`r.�.� i�,sRv.s�'3v ° x���lqli
Descn fion� �. � � ,�� �` = �� • � Q� � ,�. � �
r..__._ ,..�._ �� - -� � r ;��_ ��..r. i� , -�-� _..�an ' ,�Lo�S� � �s �air1� ,�: r�',�alFl,, � ��
��';`�,�Gain;
4A-6-d: Glazing-Double pane low-e(e=0.20 or less), 152 4,263 0 3,048 3,048
high pertormance, sliding glass door, e=Q.05 on
surface 2, any frame, outdoor insect sereen with 50%
eoverage, u-value 0.33, SHGC 0.33
Andersen: Glazing-operable window,wood sash, u-value 256.3 6,319 0 6,563 6,563
0.29, SHGC 0.32
Andersen: Glazing-operable window,wood sash, outdoor 37.8 932 0 1,147 1,147
insect screen with 50% coverage, u-value 0.29,
SHGC 0.32
11 N: Door-Metal-Polysfyrene Core 44.4 1;321 0 373 373
15B0-15sf-10:Wall-Basement, , R-15 board insulation to 378 1,349 0 0 0
floor, no interior finish, 10'floor depth
12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2372.5 13,109 0 2,049 2,049
cavity, no board insulation, siding finish, wood studs
16B-50: Roof/Ceiling-UnderAttic with Insulation on Aftic 1718 2,921 0 1,649 1,649
Floor(also use for Knee Walls and Partition Ceilings),
Vented Attic, No Radiant Barrier, Dark Asphalt
Shingles or Dark Metal, 7ar and Gravel or Membrane,
R-50 insulation
21A-32: Floor-Basement, Concrete slab, any thickness,2 1606 2,730 0 0 0
or more feet below grade, no insulation below floar,
any floor cover, shortest side of floor slab is 32'wide
20P-30: Floor-Over open crawl space or garage, Passive, 100 298 0 28 2g
R-3� blanket insulation, any cover
Subtotals for structure: 33,242 0 14,857 14,857
People: 4 800 920 1,720
Equipment: 722 6,387 7,1Q9
Lighting: d 0 0
Ducfinrork: 0 0 0 0
Infiltration:Winter CFM:48, Summer CFM: 24 4,376 375 335 710
Ven#ilation: Winter CFM: 127, Summer CFM: 127 4,608 1,970 705 2,675
Exhaust: Winter CFM: 127, Summer CFM: 127
Humitlification (Wintet) 8.05 gal/day: 2,951 0 0 0
AED Excursion: 0 0 3,127 3,127
Total Building Load To#als: 45,177 3,867 26,830 30,197
Check Fi�'ures , . ,.. � � ;: ;,
Total Building Supply CFM: 1,201 CFM Per Square ft.: 0.369
Square ft. of Room Area: 3,324 Square ft. Per Ton: 1,321
Volume (ft3): 2$,942
Buildih Lo�ds�- ������° .
. . . :.: . . ,.:. :
Total Heating Required Including Ventilation Air: 45,177 Bfuh 45.177 MBH �
Total Sensible Gain: 26,330 Btuh 87 %
Total Latent Gain: 3,867 Btuh 13 %
Total Cooling Required Including Ventilation Air: 30,197 Btuh 2.52 Tons(Based On Sensible+
Latent)
Ndtes "�.y� t: ., r "�.:t ,� � �.� � ,.r ,��;:
t. s� . . .,: . , .. , ... ,.,.x
�.� _ai: .,. , - �^�;� �,..
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data
at your design conditions.
C:\...\Wooddale Center Stonebay.rh9 Friday, February 03, 2017; 3:47 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc,
R�car Heating and Cooling � UVooddale Stonetiey Cente�Unit
Mdover;�MN�55304 � � �. � � � �� �
�Pa e=3
Equipment Data - System 9 - Furnace And Air
Cooling
System Type: Standard Air Conditioner
Outdaor Madel: RA1336AJ1NA
Tradename: Rheem
Outdoor Manufacturer: Rheem Mfg.
Descripfion: 3 tdn AC
Capacity: 34600
Efficiency: 13 SEER
Heating
System Type: Natu�al Gas �'urnace
Model: R92PA0601317MSA
Tradename: Rheem
Manufacturer: Rheem Mfg.
Description: 92% upflow 56000 btu furnace
Capacity: 52080
Efficiency: 92 AFUE
C:\...1Wooddale Center Stanebay.rh9 Friday, February 03, 2017,3:47 PM
� A
• . RECEIVED
� MINNEHAHA CREEK WATERSHED D�T�1�1�'
QUALITY OF WATER Q U A L I T Y O F L IFE
CITY OF ORONO
Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements
and information contained in the permit application, correspondence, plans,
maps, and all other supporting data submitted by the applicant, and made a part
hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant
named below for use and development of land in the Minneh���re�j �� ��
Watershed District. � - 12
Issued to: Stone Brook Development LLC Permit No� 15-034
Location: 765-769 Bridqewater Dr.. Orono
Purpose: Erosion Control &Wetland Protection- Multi Family Residential
Date of Issuance: 3/20/2017 Date of Ex iration: 3/20/2018
By Ord of#hi Board o ana er
��� ��
Rachel Wor i
District Tec nician
This permit is not transferable without District approval, and is valid to the date of .
expiration. No activity is authorized beyond the expiration date. If the permittee
requires more time to complete the project, an application for renewal of the
permit must be received by the District at least 30 days before expiration.
The applicant is responsible for compliance with all District Rules and for the
action of their representatives; contractors, and employees.
Stipulations: Project to be completed as described in plans submitted to the
MCWD office on January 22nd, 2015 according to the provisions
of this permit.
• Properly install and maintain all required erosion control
measures until the disturbed areas are re-stabilized
• When the site is re-stabilized and the MCWD staff has
performed a final inspection, all silt fences must be removed
(Statement concerning fees for inspections, violations, etc... on following page)
We collaborate with public and private parmers to protect and improve land and water for current and future generations. '
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
. �
� MINNEHAHA CREEK WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Inspection/Analvsis/Monitorina Fees
A site inspection and monitoring by District staff will be performed where the
activity involves:
• a commercial/industrial/multi-family residential development
• a single family residential development greater than 5 acres or of any size if
within the Minnehaha Creek subwatershed
• any alteration of a floodplain or wetland
• dredging within the beds, banks or shores of any protected water or wetland
• a violation
• any project which in the judgment of the District staff should be inspected due
to project location, scope, or construction techniques
In these cases, the applicant shall pay to the District a fee equal to the actual
costs of field inspection of the work, including investigation of the area affected
by the work, analysis of the work, and any subsequent monitoring of the work,
which in the case of a violation shall be at least $35.
Standard Fee Schedule
District professional staff $ 65.51*
District interns $ 40.35*
District clerical staff $ 46.69*
Consulting Senior Engineer $ contracted rate
Consulting Engineer/Technician $ contracted rate
District Counsel $ contracted rate
Application fee $ 10.00
Copy costs $ .25 + actual staff time
Color copy costs $ 1.00 + actual staff time
* Hourly
We collaborate with public and private parrners to prorect and improve land and water for current and future generations.
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
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RECEiV���
Lot 1 ,2, & 3, Block 1 , STONEBAY SEVENTH ADDITION FEB 0 � 2i1� �
according to the recorded plat thereof Hennepin County, Minnesota CITY OF ORO
Address: 765, 767, & 769 Bridgewater Drive, Orono, Minnesota
Io Hous Model: N�A E�levation: N/A
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�`i'� ' '�s 11�2 •X 28 ry6 g• �
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X x 096 �� � �� �r' `���� `,` \ go _.—�
City of Orono ' 16� 1� �` Cs 1•� y���Vv\ \ �j(��ry ,-�" ' `1
Planning 8�Zoning Pian Review \�0 \-` '\�.. � ,0,�05� •.6 ���` /�'�,,— �1 —�
Site Plan Rev'�ew Date: "� �� \ �F 1� Y� ) 5� ---' �
�' e '� cj6 � 6� o osea ` (1p29 — 11�
�,APPROYED � \ \ . �O�`� PrHouse �v/� �
C�APPROVED WfTH REVISIONS(��' 200 �• .•,•••• 6 x � ,�
❑DENIED '� s��, 1 \ yp .,02�' �— \`
� e� 1 � `'�\ 1, � Denotes conservation post 1
S�2ff .�X �p��' �'-. � X 000.00 Denotes existin elevation 1�
t2
COf15tfUC 10� Notes: ��`6� \`• � � ,� ( 000.00 ) Denotes proposed elevation �
1. Install rock construction entrance. \•\ 9x � �` —y Denotes drainage flow direction
2. Install silt fence as needed for \� �0�9' .o �.� � Denotes spike
erosion control. • � � ,,,,, ,:�,.....
1 Denotes erosion control
3. Sidewalks shall drain away from �• x `t� � '��
hOUSB a minimum of 1.0%. � �o� ^ \ •� Denotes proposed rock construction entrance�''
4. Contractor must verify driveway •� ,� �
design. Sx � � Lowest allowable floor elevation : 102�,a`�is
5. Contractor must verify service \ `0,6 House elevations �
elevation prior to construction. �o.,e`x 1��6� �Proposed� / A
6. Add or remove foundation ledge as Lowest Floor Elevation :(1021.5) /
required.
�ot a�ea Top Of Foundation Elev. :(1030.2 �'_�
General NOteS: #1 = 5533 SF ) �
Hause areq = 2491 SF Garage Slab Elev. � Door �(�029.5) Lots � 2
1. Grading plan by Landform last dated 4/1 i/07 was Porch area = 261 sF �
used to determine proposed elevations showri herein. sidewalk area = 1z sF Garage Slab Elev. � Door �*(1028.8)+ Lot�3
2. This survey does not purport to show imF�rovements Driveway area = 476 SF ��
Total Impervlous Area = 3240 SF We hereby certify to Wooddale Builders that this surve
or encroachments, except as shown, as surveyed by Impervious Coverage = 58.69; or report was pre pred b y PY. Plan
me or under my direct supervision. �ot area #2 = 4570 SF P y me or under m direct su ervision
3. Proposed building dimensions shown are f�r Hou3e area = 2274 SF dnd that I am a duly licensed Land Surveyor under the laws
horizontal location of structures on the lot c>nly. Por�h area = 2ss sF of the State of Minnesota, dated 01/20/15.
Contact builder prior to construction for a roved sidewalk area = ss SF
PP Drlveway area = 262 SF 1
construction PlanS. Total Imperviaus Area = 2928 SF
4. No specific soils investigation has been p�>rformed impervious Coverage = 64.1q Signed: ///PJJJioneer Engineering, P.A.
on this lot by the surveyor. The suitability of soils to �ot area #3 = 6012 SF // �
support the specific house proposed is not the House area = 2422 sF p
responsibility of the surveyor. Porch area = 2st sF BY� �v(,
Sidewalk area = 6 SF Peter J. Hawkinson, Professional Land Surveyor
5. This certificate does not purport to show easements �riveway area = 328 SF
other than those shown on the recorded Pldt. Total Imperviaus Area = 3017 SF Minnesota License No. 42299
6. Bearings shown are based on an assumecl datum. Impervlous Coverage = 50.2� email—phawkinson�pioneereng.com
Revisions:
PI�NEER I��-21-15PreliminaryCertificate Certificate of Survey for.
2.)1-23-15 Add Silt Fence
eng'inee�r�in� 3)Z-3-17 Revised Foundation Plan
CIVII.ENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAP?ARCffiTECTS Wooddale Builders
Ph.:(651)681-1914
2422 Enterprise Drive Fax:(651)681-9488 6109 Blue Circle Dr#2000
Mendota Heights,MN 55120 www.pioneereng.com Project#: 1 1 501 200 0 Minnetonka,MN 55343
Folder#: 7625 Drawn by: MN Phone:(952)345-0543/Fax:(952)345-0544
�2013 Pioneer Engineering
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DATE TIME
CITY OF ORONO CALLED IN �-�}.
INSPECTION NO C�.� �!'�cF+EDULED ���� ��
PERMR NO. �J '�o"�LETED
ADDRESS /'l G� /� l
p1NNER 4��NE NO.
CONTRACTOR
�� DESCRIPTION
�FOOTING ❑ DEMO-FiNAL ❑ SEPTIC FINAL
POURED WALL ❑ PLUMBING RI ❑ EXCAW(�RADIN(iIFILLIN(3
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT ,
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP D FOUNDATIOWREMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
� dwNEAICONiRACTOR TO MEET YOU:_Y�._NO
� COMMENT�
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OORRECT WOAK a PROCEED O ISSUE CER'TIHCAATE OF OCCUPANC�
o ❑OORRECT YMOF�(,G1LL FOR REINSPECTION TBdPORARY
�j BEFORECWERINO PERMAN�IT
❑COF�iECT UNSAFE OON01?lON WITHIN HOURS. ❑PHOTO TAKEN
INSPECT�OR WILL RETt1RN
O STOP ORDER P08TED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION F�CUIRED.C/1LL TO ARRAN(iE ACCESS.
c,11 ror n,e next�specao�u na�s in ad�►ano�. (952) 249-4d00
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DATE TIM�ffr
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED �Z �
PERMIT NO. �L'� ��C�� COMPLETED �
ADDRESS �l� �� ���Iil��,�-f�:C'.e�2� �2
OWNER TELEPHONE NO. ��Z" 3�%� ���
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lN ❑ FOOTING ❑ DEMO-FINAL� ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
2
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Z OWNERICONTRACTOR TO MEET YOU: YES_NO
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V BEFORE COWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector. ���'�� G-�
White Copyllnspector's Fila Canary CopylSits Noties
20�3 `�
DATE TIME
CITY OF ORONO caLLED IN �� --��
INSPECTION OTICE^��Z�- SCHEDULED
PERMR NO. �� COMPLETED
ADDRESS � �� ���� ��
OWNER TELEPHONE NO.b��"���"��'
CONTRACTOR �
�. DESCRIPTION
t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
� ❑ 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 ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
? OMMEWCOKTRACTOR TO MEET Y�OU:_YES_NO
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V BEFORECdVERING PERMANENT
�CORRECT UNSAFE CONDITION WRHIN Ha1RS• ❑pHpTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
CaY for the nsxt inspection 24 hours in advance. (952) 249-4600
OwnerlCorttractor on site:
�nspector: /'��.�/�G•
w�s co�rn���F��. Gnary CoPY�Notke
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CITY OF ORONO CALLED IN !l- '–7
TIME
INSPECTION NO ICE , SCHEDULED 7/—/3/7 9,.'
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PERMIT NO. O 17 1i MPLETE•
ADDRESS / L/ v.' Lid Ir
OWNER �p )J�,, �/�TELEPHONE NO. ' ��9 -j9
CONTRACTOR ���� �/D� �X rv`-G
DESCRIPTION ��
L1 ❑ FOOTING 0 DEMO-FINAL ElSEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL
❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
QW ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
Z OWNER/CONTRACTOR TO MMT
YOU: .YES_NO
(9) COMMENTS: ' '0`1r1a' eler4r'a (,4ei-
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CCW
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O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
( SPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector._____.9.40.____.4-----
White Copy/Inspector's File Canary Copy/Site Notice
.ir)---.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED /1-/.3 H-30
PERMIT NO. OI i- 001 5- COMPLETED
ADDRESS 7 '7 riot
OWNER �!w TELEPHONE NO./22 :-. 7,;76'13'107
CONTRACTOR Oco 6(S J e
DESCRIPTION
1 i1A-1 N" Zi i 5
1...W ❑ FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL
Q0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
0 0 FOUNDATION DRAIN TILE El PLUMBING FINAL 0 TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
t, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
v JNAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE ElSEPTIC INSTALL
Z OWNER/CONTRACTOR TO MEET YOU:_YES NO
2 COMMENTS: 0 pl'ocir'42, Q le&rec..(._ outG
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C5 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C.1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
lAchtSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. () iham-
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME N/
CITY OF ORONO CALLED IN
INSPECTION N�aT ��
ICE SCHEDULED U f
PERMIT NO. I ..6-)t COMPLETED
ADDRESS •
OWNER TELEPHONE NO. I .2 [O
CONTRACTOR �. d C(.01_
LQ-
32 DESCRIPTION (Ctr`131 1\1°
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL ❑ TREE REMOVAL
❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
. ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNER/CONTRACTOR TO MEET YOU:_YES NO
Ei COMMENTS: if Co r,r e...c fv o r, S -FPO Pr) /1cc
4 /H 5 p a-Clf:'d M c yn 1)4+4
0 all L;. 4 SG-ff c r+ a b &v./di'
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1.14
• 0 CORRECT WORK&PROCEED \ISSUE CERTIFICATE OF OCCUPANCY
OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspectorr545 a /1/4)
White Copyllnspector's File Canary Copy/Site Notice