HomeMy WebLinkAbout2016-00303 - new townhome CITY OF ORONO * z 0 1 6 - 0 0 3 0 3 *
2750 KELLEY PARKWAY DATE ISSUED: 06/OU2016
ORONO, MN 55356-
� (952) 249-4600 FAX: (952) 249-4616
.
ADDRESS : 654 SANDSTONE CIR
PIN : 33-118-23-11-0053
LEGAL DESC : STONEBAY
: LOT 004 BLOCK 002
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTNITY . ( �,'L � (�, .y.�v� ��ti'v'�t-��
VALUATION : $ 280,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,M�CHANICAL,SEPTIC,FIREPLACE,WATER CONNECTION,SEWER
CONNECTION, ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
OTHER INSPECT[ON REQUIRED[S POR 1 HOUR WALLS
APPLICANT PERMIT FEE SCHEDULE 2,243.92
STATE SURCHARGE(VALUATION) 140.00
STONEBAY BUILDERS LLC S.A.C. 2,485.00
14870 BROCKTON LANE
DAYTON,MN 55327- TOTAL 4,86892
(612)363-4304 Payment(s)
Minnesota State License#: BUIL-BC681308 CHECK 2269 4,868.92
OWNER
Essay Holdings
2110 LYNDALE AVE S
MINNEAPOLIS, MN 55405-
AGREEMENT AIVD 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 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 quired pections are
requested in conformance with the State ildin e.This permit may be
revoked at an me for e�ause. c1,�)
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�C�� f.-� ������- �; , ( , / �'
pplicant P rmitee Si ture � Date Issued By Signature Date
� C i ty of O ro n o �i�
,
, ` Building Permit Application � ��
�
I
for New Structures or Additions
Mailing Address: ���_� �3
�Q�O PO Box 66 Permit number:
Crystal Bay, MN 55323-0066 Date received� �— �J( — � �
� � I Street Address:� Received by:
�; 2750 Kelley Parkway �/ Q
��% �,'' Orono, MN 55356 Plan review fee: �%'SI.�.Ss
�q��sHo'�� � Main: 952-249-4600 Total Fee: �! `�O�
Fax: 952-249-4616 ,-.���.� �v��_ 7� •;r-��s
____.._._�._______ __.__
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print) •
GENERAL INFORMATION:, /—
Job Site Address: _�� � � � �� ' q h J �S�
�l'.�t, � 1��.� „� �1�1�- � _� --
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Hom . ❑ 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 un/ess applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be atlowed.
CONTRACTOR/APPLICANT INFORMATION:
(�a►pg: Stonebay BuildersLLC
State License# BC681308 Expiration Date:
Phone: (cell) (office)
Mailing Address: 148702 Brockton LN N Cit : Da ton ZIP: 55327
Contact Person: Tom osra� Applicant is: ontract / Homeowner (Circle One}
EI'T181� 8fld/Of FaX: tomo@stonebaymn.com
PROPERTY OWNER INFORMATION:
(varpg: Essay Holdings
Phone (day): s�z-��o-sooa
Address: 2110 Lvndale Ave. S City: Mpls ziP:55405
Email and/or Fax aggarwal@yahoo.com
ARCHITECT/ ENGINEER INFORMATION:
nJa�'p@: Tom Osfar
Phone (day): s�z-sss-asoa
Address: 14870 Br�r.kton LN C;ty:Dayton ZIP: 55327
EIll81� 811C�/Of FBX: tomo@stonebaymn.com
PROJECT INFORMATION: Descri tion of f0 @Ct: new residential townhome
1. Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal &
Water Supply
0■ New Construction �■ Single Family with ❑Accessory Bldg. /Garage
❑Addition attached garage ❑ Deck � Public Sewer
❑Accessory Building I ❑ Single Family with ❑ Office/Commercial
❑ Relocation detached garage ■❑ Residence ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater �■ Public Water
*"Any earth movement may require ❑ Commercial ❑ Storage
MCWD review 8� permits. ❑ Industrial ❑ Warehouse ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (Specify) ❑ Other(speCify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www r?�innehahacreek or
Estimated Construction Valuation (excluding land) $ � ,�C/ l'� RECEIVED
��R :� 12Q�6
Packet Last Updated: August 2015 CITY OF ORONO
Page 21
.*
STRUCTURE INFORMATION:
�t Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction ��� �
a. Length (ft.)= 44 Number of bedrooms = 3
b. 'w�dth (ft.)= 24� Number of garage sta�ls: �Rq�
Areas in square feet Attached = tal ��1� �" < <���'°s01�
c. Basement= 320 Detached = ��/`�5��'es ��al ��'Q
�
�
d. 15t Story = 900 -
-si e re a � ,/��y�
e. 2�d Story = 900 refab ii
f. '/�Story = L—I ntnAr(nlr�aCP cnAr;ify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
� ❑ Buildin Permit Escrow A reement and Fees
� ❑ Plan Review Fee
� ❑ Com leted A lication Form
� ❑ Pro osed Buildin Plans—2 full size sets, to scale and 1 reduced 11 x 17 or 8 '/z x 11 set
� ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
� ❑ Surve —2 full size,to scale(meetin ALL surve re uirements)
❑ � Hardcover Calculations
❑ � Se tic S stem Certification
X0 Minnehaha Creek Watershed District(MCWD) Permit or
Documentation from MCWD statin no permit is required
� ❑ Landsca e Walls and/or Retainin Wall Plans
� ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privac Advisor Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of
the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
__�' � �,�� �y�ft�,�
Applicant's Signature:- 7 ,!/�� .� � � �f Date� ��� ��
Owner's Signature: Date: � I 'Z
���� 3l �C�
��'� .�
Packet Last Updated: August 2015
Page 22
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: � n �r �-9-> Permit No.: �((0 • ��„�
L?escription of work: /��GJ I�wjU�O�I,C.t� ����Gt N LT Date Rec'd: .g "�J' � '��p
4� — ( �3
Septic review by: W �- WAttX Date Approved: �
Zoning review by: Date Approved: ��G
Building review by: � Date Approved:� �
Grading review by: Date Approved: ��� G
Zoning District: U� Zoning File#: Reso#: � Reso Date:
�
Zoning: Lot Area: � /AC Width: Z� � Lot Coverage: SF '-'-" %
Survey Submitted: �Yes � No Date of Survey: J'�' �� Revised date(?):
Landscape plan submitted? �S'e 5� S��N��a�a3e�c� w��
/� GvA�L P�7'�A-i L
Proposed Setbacks:
� �)Front(L e) Rear(Str ) ( N S � W ) ( N S E OW ) Other Buildings Wetland
Si Side
�� Z � (� � �rL,,� � �'�-
Defined Height:_ F Peak Height: � FFE:�b32��{gFFE minus 6 feet=,�(Existing Contour)
Perimeter(linear feet)_ ,� 50% _ � C L.F. below grade
Basement? � Yes (a'No, Stories �
7�'f'�A�N� � em�-+�l���►�' rN 11�il lkPP�1�c� s r��l Pt� �,P1'�vMA�S
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade—
START WITH floor(of the basement or crawl space)and measure from hi hest existin
the highest point of the roof. rade to the highest point o he
START WITH roof even if fill was brou in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIPPED F(no Slab below gra —measure
(BASED ON windows): Subtrac alf the distance from highest sting grade to the
ROOF TYPE) between the hig st point of the roof hi hest oi of the roof.
to the tow poi of the corresponding If you ha a...
gable or hi ed roof SUBTRACTION ' BLE OR HIPPED ROOF
• GABL R HIPPED ROOF(with (BASED ON (no windows): Subtract half
the distance between the
win s): Subtract half the distance ROOF TYPE) highest point of the roof to
b een the top of the highest
indow and the highest point of the the low point of the
roof corresponding gable or
hipped roof
ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACT N Subtract the distance between the half the distance between
(BASED basemenUcrawl space floor and the the top of the highest
EXIS G highest existing grade adjacent to the window and the highest
G ES) foundation OR 10 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height subtraction.
Defined building height
EQUALS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
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`V
Shoreland District MCWD Permit � Average Lakeshore Setback Bluff
Met?
Permit Number: �� - �� � Yes 0 No �/A � Yes,
� Yes �No No
� N/A-see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
� Yes No 0 Yes No
1 2 3 4 � ___ _ TYPe�S): TYpe(s):
Fees to be Char ed YES NO
Permit �
Plan Review
State Surcharge V
Investigation Fee
SAC-Number of SAC Units /
Other(specify)
Square Footage $ er Square Foota e
Basement X = $
1St Floor X = $
2nd FIOOr X = $
Garage X = $
�
Estimated Construction Value: $ ������
Orono Inspections Required Work Requiring Separate Permits
�,Footing 0 Site lumbiny 0 Grading i Filling
�Poured Wall ilt Fence/Erosion Control echanical � Fire
�Foundation Survey 0 Hardcover Removal 0 eptic Water Connection
Foundation Waterproofing 0 Other(specify) Fireplace Sewer Connection
Framing � Masonry � Lawn Irrigation
Insulation �fg. � Landscaping
As-Built Survey Other(specify)
Final
Lathe �� Required State Permits
' 0 Other(specify) ! h(�U!/� Q C�.'
0 Well lectrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
� See Buiider Acknowledgement Form
Pri eas o ardcover � s must be submitted and approved.
Updated: October 2015
��\fnrmc\nlan ra�iia�ni rhorklie4 1(1_9MF rinrv
. Builder Acknowledgement Form
� �� �a�dS�b�c. G r�C� Zn��� oo�
Builder
Permit Conditions Initials
Prior to the start of framing, a foundation as-built survey 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
proper to any land disturbing activities. The contractor must provide a
minimum of a 24 hour notice prior to inspection.
Erosion control shall be installed and maintained throughout the entire
project and must remain until vegetation has been established.
�
rotect septic sites wi al stakes a ape, if
a licable.
underground sewer ' e II.
Prior to the issuance of a Certificate of Occupancy an as-built survey..aa� ��^ S�� �
must be submitted and approved.
In the event of winter or other unfavorable weather conditions (which
prevent the completion of the exterior improvements and/or as-built A ,� _ �� �
survey) a Temporary Certificate of Occupancy(TCO) may be necessary. A �v
TCO requires a $10,000 escrow.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios, grading,
sidewalks, retaining walls, etc. not currently shown on the approved survey
and landscaping plan will require a separate Zoning Permit application to be
submitted and approved prior to the work commencing.
Any retaining walls that over 4-feet in height or tiered walls not separated
by twice of the height of the lower wall require engineered plans and a
building permit to be submitted and approved prior to construction.
w:\applications,license or permit applications\builder acknowledgement form.docx
. ,
ew onstruction nergy o e omp iance erti icate
� Per R401.3 Certificat. A building certificate shall be Date Certificate Posted
posted on or in the distribution panel
R�ailing Address of the Dwelling or Dwelling Unit City
3-plex Orono
Name of Residential Contractor MN License Number
Stonebay Builders BC681308
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
Active(With fan and monometer
o � or other system monitoring
��� I�� a — T device)
� ~ � '� Location(or future location)of Fan:
f0 U � � � N
o Q 3 w U � o a m Attic
0
� Q m m � � u`� a �
m �' � L
> � ° vNi v`ni ° a u. x o
Insulation Location � ° Z '� @ v O @ w N
m `o °' °' E E a� � a
o � o � � o o � �' °'
F- � z i� ii � � � � � Other Please Describe Here
Below Entir2 SIBb Garege walls below grade2=1.5"ndgid
Foundation Watl interior/Exterior 5 10
Perimeter of Slab on Grade
Rim Joist(1st Floor) 20
Truss Joist(2nd Floor+)
Wall 21
Ceiling,flat
Ceiling,vaufted 49
Bay Windows or cantilevered areas
Floors over unconditioned area(garage) 31
Describe other insulated areas
Building envelope air tightness: Duct system air tightness: N/A
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and&door)U: 0.31 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.31 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System
Heater X Not required per mech.code
Fuel Type Natural Electric Passive
Manufacturer Rheem Rheem Powered
Interlocked with exhaust device.
Model R95TA0601317MSA RA1330AJ1NA Describe:
Input in Capacity in Output in Other,deSCfibe:
BTUS: 56 000 Gallons: Tons: 2.5
�
Rating or Size
AFUE or SEER 13 Location of duct or system:
Effciency HSPF% 95% /EER
Residential Load Heating Loss Heating Gain Cooling Load
Calculation 79,907 20,341
Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "meta�duct
Describe any additional or combined heating or cooling systems if installed: combustion a,ir seiect a rype
(e. . two furnaces or air source heat pump with gas back-up furnace): Not required per mecn.code
Select Type X Passive
X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 66 High: 150 Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
Balanced Ventilation capacity in cfms: Inside to outSide
Location of fan(s),describe: H811W8y-SOU�C@ p011lt Cfm's
Capacity continuous ventilation rate in cfms: 66 "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: 150 6 "metal duct
Builders Associaton of Minnesota version 101014
�
B�sement Calculation �
Elements of Load�� Insulation /R-va�ue � Area/lin.ft. U-value Heat Loss Heat Gain ,
rWalls - above grade 595
Glass —��— 69 0
rNorth ._ � ..—
South � 0
East �Double 52 75 3900
West �Double 17 75 � ' �� ��`��5 � , �'� � �
I)oors � 0 � �� 0 � � �
Net v+�atls (above}� �526 0 0
� �'alls (belo��� grade} R-1_5 —�595 0.06 2927 0
4�eilings , 0 0
�loors 1200 0.024 362 0
Infiltratifln (Cu.Ft.) 0 0
Iti'umher of peopie 300 0
Appliances - Enter tc��al BTUH -> 0
Sensible Load: 5289 517�
atent ��oad: �U
OTAL I3TUH: �5289 5175
Total whole house load including basement: 79907 2034]
Tab 3
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f,t
� 4'I ���� , #� r:t . 17 0 0�
;� 18 , s;-��; -. 13 � 18 � 234
M�i � ��# .,,;� _.. 21 0 � 00
��'��;� � 51 . � �: 24 0 S l � 1224
��'�� 41 � . 24 � 41 � 984
� ���; `� .: � 0
40 320
'� � 2762
`� �� ��' �� No 1 2762
�
8. Ducts/Pipes
'�<'�T��s.
,;� �, ` 11 duct work in conditioned area
� �
.�y�J�l a,;nHM�, +����'4,:v �.�..:��� r ',.�t���t����- Y�=#'�'s`� �i.: \�.
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Tab 1
�, ' �
� EMS Heat LosslHeat Gain Calculation
� }��; � . � �
r��'��� � WestAIR Heating & Cooling ��- �� i=Rr � ; Stonebay Builders
f P✓
� �S m
��.�� ��` � ,�, Maria Haus � � � � q' � S- y s a, ic✓Ii�7y�
� �'� - 763-498-8071 Orono 3-plex
c��_>����;�.,_'. ��
` E p s� � 612-363-4304 �
�:� `; 03/30/2016 _�
This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J
seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by
Manual D.
1. Design Conditions
i ; �'I ��
70 -12 82 West
, 75 89 14
2. How would you describe the summer humidity in your area? Moderately Hurnid 40
3. How tight is the house? Very tight-ullder 1500 Sq. Ft.
Winter air change/hr: 0.4 Summer air change /hr: 0.2
4. Fireplace evaluation : Number: l Tightness: Semi-tight 13
5. Number of occupants: 4
6. Overhang characteristics (optional)
�e. �
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Tab 0
` ew onstruction nergy o e omp iance e i icate �� • ,
,` Per R401.3 Certificat.A building certificate shall be Date Certificate Posted
�sted on or in the distribution panel MAR 3 2016
Mailing Addref�s�qf/�e D Iling o Dv�yrelling Un�it City ,
3-plex �3�1 '7 � h S/���' C-�� Orono �� ��
Name of Residential Contractor MN License Number
Stonebay Builders BC681308
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
Active(�th fan and monometer
o � or other system monitoring
`��7 � device)
F N N
� � o Location(or future location)of Fan:
o n 3 � U =y 10 a � Attic
o $
� Q m m � V � c
� C � N H � Q � � 0
Insulation Location � ° Z �0 f0 V O � w N
m `o rn �' E E
u� v v
� c a� �
° � z � iL �i �° � � � Other Please Describe Here
BeIOW Elltife Slab Garege walls below grade2=1.5"ridgid
Foundation Wall interior/Exterior 5 10
Perimeter of Slab on Grade
Rim Joist(1 st Floor) 20
Truss Joist(2nd Floor+)
Wall 21
Ceiling,flat
Ceiling,vaulted 49
Bay Windows or cantilevered areas
Floors over unconditioned area(garage) 31
Describe other insulated areas
Building envelope air tightness: Duct system air tightness: N/A
Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and&door)U: 0.31 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Ccefficient(SHGC): 0.31 R-value
ME HANI AL SY EM Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System
Heater X Not required per mech.code
Fuel Type Natural Electric Passive
Manufacturer Rheem Rheem Powered
Interlocked with exhaust device.
Model R95TA0601317MSA RA1330AJ1NA Describe:
Input in Capacity in Output in Othe�,deSCribe:
BTUS: 56,000 Gallons: Tons: 2,5
Rating or Size
AFUE or SEER Location of duct or system:
Ef�ciency HSPF% 95% �ER 13
Residential Load Heating Loss Heating Gain Cooling Load
Calculation 79,907 20,341
cfm's
"round duct OR
ME HANICAL VEN ILATI N SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if inst�l2d: Combustion Air Select a Type
(e. .two fumaces or air source heat um with as back-u fumace : �!�e Not required per mech.code
Se/ect Type X Passive
X Heat Recover Ventilator(HR� Capacity in cfrns: Low: 66 High: 150 Other,describe:
Energy Recover Ventilator(ER�Capacity in cfms: Low: High: Location of duct or system��,.
Balanced Ventilation capacity in cfms: Inside to outside �
Location of fan(s),describe: Hallway-Source point cm,�s
Capacity continuous ventilation rate in cfms: 66 "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: 150 g "metal duct
Builders Associaton of Minnesota version 101014
�' Hennepin County Property Map
^�+� 4/1/2016
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# ,,; .
PARCEL ID: 3311823110053 Comments:
OWNER NAME: Essay Holdings Llc
PARCELADDRESS: 654 Sandstone Cir, Orono MN 55356
PROPERTY TYPE: Vacant Land-Residential
HOMESTEAD: Non-Homestead
PARCELAREA: 0.04 acres, 1,560 sq ft
A-T-B:Abstract
MARKET�/ALUE: $37,��0 This data(i)is turnished'AS IS'with no
representation as to completeness or
TAX TOTAL: $527.02 accuracy;(ii)is furnished with no
warranty of any kind;and(iii)is notsuitable
for legal,engineering or surveying purposes.
SALE PR�CE: Hennepin Countyshall not beliableforany
damage,injury or loss resulting from this data.
SALE DATA:
COPYRIGHT OO HENNEPIN
SALE CODE: couNn 2ois
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6�LLEN��N��„e�������-�OF ORONa
PRODUCT DESCRIPTION contents of the bag in a wheel-barrow.
Akona�Crack-Resistant Surface Bonding bucket, mortar box, or mechanical mixer.
Cement is a specially-formulated, multi- Mix product thoroughly to achieve a stiff, —.�. $
use product. It can be used to build and Putty-like consistency. Avoid high speed , , �
restore retaining walls or block walls, mechanical mixing which can entrap air _ ` � ' � d � �
patch large vertical holes where into the mixture. If the product becomes ' � ' ' ,
non-sagging cement is a must, or repair firm before application, re-mix to proper 8u�sseestaresWa�s "
deteriorated stucco. Because it contains consistency. If required, add additional »;,,��. �� . �
special fibers it will not shrink, crack, or `Nater spanngly, up to a totai of 1'/z gal. :��;�, ����� . •�
(5.7 L)liquid per 50 Ib. (22.7 kg)powder. �-^k��•�-��•«�-'� � •
sag on a vertical repair. Provides ^���•-� '*- -'�
additional overall strength vs.
conventional concrete. Optional: For improved durability, �---
strength, and adhesion when applying � , . _�. , "`
YYHEN/YYHERE TO USE over previously coated and non-porous
surfaces it is recommended to use Akona a . � f _ � ,.
• Repair deteriorated concrete walis Concrete Bonding Additive in place of �.�`�.�..
. Patch deep vertical holes water(sold separately). Concrete Bonding
• Restore damaged concrete, masonry, Additive may be diluted by up to Ya with often with water and use a "light touch"
and stucco water, however, for extra difficult when finishing the surface. Do not over
• Bonds dry-stacked masonry walis restoration or waterproofing projects, it is trowel. Protect the surface from use until
recommended to be used at full strength. patch is completely hard and set. Clean
ADVANTAGES up with soap and warm water as soon as
. Moisture resistant APPLICATION appiication is completed.
• Glass fiber reinforced for durability Apply only to surfaces that are frost-free
. High strength and above 40°F (4°C) and below 100°F Bonding Dry-Stack Segmental
• Controls shrinkage, cracking, and (38°C) within 24 hours of application and Retaining Walis &Masonry Wails:
sagging on vertical repairs 72 hours thereafter. Dampen the wall • Footings or Foundations: The secret
• Just mix with water or a bonding surface prior to applying product with a to sound structure is a strong, level
additive and use water spray. If the wall becomes dry foundation. A level and properly aligned
before application of product, re-wet the footing makes stacking and troweling
AVAILABLE SIZE wall. The dampened walls are important in much easier. Footings must be built
• 50 Ib. (22.7 kg) bag (BOM#102614) establishing a strong band. below the frost line and should a be a
minimum of twice the thickness of the
�Y blocks used. Consult your local
COVERAGE � masonry supplier for information about
One 50 Ib. bag covers approximately 50 �� � footings and slab construction.
sq. ft. at'/8 in. (3 mm)thickness • Dry-stacking Masonry Units: Lay the
�- first course of masonry units in a full
SURFACE PREPARATION � ir'� bed of Crack-Resistant Surface
„�,,,. a �j Bonding Cement. Make sure this course
Read all directions before starting work. - g���� is straight and level. Dry-stack masonry
�.
Remove all loose or unsound materials. -- �` :_ ` units in a staggered or running bond
Thoroughly clean surface of dirt, dust, pattern for strength. As you place
grease, paint or other contaminants masonry units in position, slide it
before building or restoring walis. against the masonry units below to
PRE-WET SURFACE JUST PRIOR TO Patching or Filling Holes in Concrete/
APPLICATION OF PRODUCT. Masonry Wails &Stucco Repair: smooth out any roughness. Crack-
Resistant Surface Bonding Cement can
Crack-Resistant Surface Bonding Cement be used between masonry units to
MIXING is ideally suited for patching or filling holes maintain a level and properly aligned
in concrete or masonry walls, as well as..
Begin with approximately 1 gal. (3.8 L) of repairing cracks or filling openings in `Nall. The better you are in maintaining a
dean cool water per bag. Mix complete stucco walis. Apply up to YZ in. (1.3 cm) �evel and aligned wall, the stronger and
thickness per layer. Deep repairs may more attractive your finished wall will
require applying product in multiple lifts or be. Dry-stack the rest of the wall before
��I la ers after initial set between lifts applying the Crack-Resistant Surface
�� � � , '� ' (approximately 2-4 hours), product should Bonding Cement to both sides of the
be firm, but not final set. Make sure to �✓all. Apply product with a trowel in
Cleane� Brush 9�oGino fiqF". Gioues upward strokes, maintaining a uniform
� � dampen the surface area between
�' �� applications of product. When troweling, thickness of at least '/e in. (3 mm). Do
� � be sure to clean the surface of the trowel not over-trowel.
SafetYGlasses NantlMiMer ieue� trowe�
I
� ,. > �
AK[?NA � .�.�� �� �� �
�. � � ,
� ��
6PEG LLENOm OON67111IGT70N AbdIC7L
CURING WARRANTY
Like other cement based materiais, Crack- Seller warrants that its product will
Resistant Surface Bonding Cement gets conform to and perform in accordance
most of its strength within 24 hours after with the product specifications. The
application. It is imperative to keep the foregoing warranty is in lieu of all other
new surface area damp for at least 2 warranties, expressed or implied,
days.Wetting the walls once or twice daily including, but not limited to those
with a fine mist will ensure proper curing concerning merchantability and fitness for
for strength. Hot, windy or dry conditions a particular purpose. Because of the
may require more frequent wetting. Wet difficulty in ascertaining and measuring
curing may be minimized when using damages hereunder, it is agreed that
Concrete Bonding Additive. Seller's liability to the Buyer shall not
exceed the total amount billed and billable
CLEAN UP to the Buyer for the product hereunder.
Typically water wili satisfactorily ciean
tools immediately after using this product. ENVIRONMENTAL ADVISORY
If the material has begun to harden, warm Uncured or crushed cured cement is an
soapy water may be helpful for cleaning environmental hazard, which may
hands and tools. Dried material requires adversely affect fish and wildlife. Dispose
mechanical removal. of construction debris containing cement,
IMPORTANT NOTES including empty bags, at a permitted
municipal disposal firm. Do not use
. When applying over previously coated crushed concrete as a fill near an aquatic
and non-porous surfaces it is habitat.
recommended to use a dilution of 2
parts Akona Concrete Bonding Additive
and to 1 part water.
. For extra difficult restoration and
waterprooflng projects, Akona Concrete
Bonding Additive is recommended to be
used full strength in place of water.
. When additional layers are needed to
build-up product, apply second coat
after initial set of first coat, while product
is still partially damp and plastic
(approximately 2-4 hours).
• Rubber gloves and goggles are
recommended safety equipment.
. Mix with clean potable water or a liquid
bonding additive.
• Use only clean mixing container and
tools.
• Store in tightly closed container off the
floor in a dry place.
Proper application and installation of all
AKONA producfs are the responsibility of
the end user.
WARNING
Always read the product SDS and
cautionary statements on product
container prior to application. Wear proper
protective gear as advised on the label
and/or SDS. Wash hands thoroughly with
warm, soapy water after handling or
before eating. Do not take internally.
KEEP OUT OF REACH OF CHILDREN.
�� � DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE 2 SCHEDULED I T
PERMIT NO. �.(��(o�0��_7 COMPLETED
ADDRESS � �5�-�'��5�}-t7Y 0 `�L/�
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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INSPECTOR WILL RETURN ❑CITATION ISSUED
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_C,� l/
D TE TIM
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
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DATE TIME
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INSPECTIO �,O�`T,,I—CE �3 SCHEDULED `� -4�
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❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection hours in advance. � 2) 249-4600
OwnerlContractor on site:
Inspector.
White Copyflnspector's File Canary CopylSite Notice
�� ��a � �
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,/ DATE TIME
CITY OF ORONO cnLLED IN �
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White Copyllnspector's File Canary CopylSite Notice
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DATE TIME �
CITY OF ORONO CALLED IN � f� �
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OwnerlContractor o site:
Inspector: �7'J " � ,
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� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. HOTOTAKEN
INSPECTOR WILL REfURN
�STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 forthe next inspection 24 hours in advance. (g52) 249-46�0
OwnerlContra on site:
Inspector.
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White Copyllnspector's File Canary CopylSite Notice
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SHEET I - SITE WORK RESPQI�SIBiLITY
STONEB/lY-flRON[3�50TA
�I�I�iND�O�M 7qDIQ02
O�H/i?105
STONEBAY BUILDERS LLC The Gregory Group, Inc. INVUICE NO. 84b16
d.b.a. �
Prope���o�ar�a�s��t,o�133,Township 118,Range 23, LC)T SURVEYS C�MPANY F.B.NO. l 083-42
Hennepin County,Minnesota 'O�i��� SCALE: 1" = 20'
Established in 1962 � �
Benchmark:lnvert of Sanitary Manhole#3 located on LAND SURVEYORS � Denotes Found Iron Monument
the centerline of Kelley Parkway 5�O' REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA O Denotes Iron A4aoument
West of�I.ot 4,Block 1,Stonebay 5th 76U1 73rd Ave,meNonh {763)560-309�
Addition. (p Denotes Wood Hub Set for
�4inneapolis,Minnes�ta SSq28 Fa.�No.560-3522 excavation only
Elevation= 1 U09.23 ��i r tx�e���r� C� �r�i f i r�i� "'
� � � �`� Qenotes Existing Contours
i
1�3� / ���i Denotes Proposed Contours
a � Basis for
�Zy� 030.2 a bearings is x000.0 Denotes Existing Elevation
aSsuriled OUO.O Denotes Proposed Elevation
/
7 � ; d �- Denotes Surface Drainage
I
< NOTE: Proposed grades are subject to results of soii tests.
a°
� Proposed building information must be checked with
_ approved building pla�and development or grading
l029.2 ,�102�a7 pian before excavation and construction.
Q �� � l 02.9.5 O2� Proposed grades shown on this survey are
d � a � interpolations of proposed contours from the
� a���� � ��029� � drainage,grading and/or development plans.
. a a�' , op Spi p T p Pike \t
- - �_ � ; �pyg,¢ o : 1 29. 6 � � NOTE: The relationship between proposed floor
- � - - - � _ - � o
\\ �?� �_ --}-`1 �� t � o o, a a� �� ��6� ZQ elevations to be verified by builder.
�( 5 027.lc
I i �� l� : 1 C3U.3 � o !030.3 _ � l 030. - �o �
� � -� � P�r�G�2�� � °D �Porch o ; o Porch � � O ���� co � Lots4 5 & 6
� � 4.. ......�. _ � . ....... ... . ....." ... ...�..... . ..� .�..� 0 ,
\ i -�.00t ,.,0 12'0" � 12�0"= - 12'U": ��� � ' f 03 2.48
� Top Splke --�in � � ^ �15.0 � Top S ' � Proposed First Floor
�2��'� M \,__ 2��fl� M . �28 � C�
1 5.4 � 2'0" -_ - �� 027.34 � I p30.8
� - ___--- 2.0�� � dP � Proposed Top of Block
l02?.O X \ � � C`
�� •• r7 ��-�v26` `02?.8 l02;'.6 \� � �� � � �022.5 ProposedGarageFloor
" �� � �� \ O o Fropose;d 41iall � `\ " i 6"cart. O \� z�� �� � `' Z� I 022,8 Proposed Lowest Floor{house)
� ` J � \/ \ � r tw l 027.0 _ p � � a
� � v bw. i 025.0 �" �, � �i Type of 8uilding
v- �.
� � `'- cfl Tuckunder
Q� � � -��-- ie o^�c. PROPC7S�D �Bt�FL�l7/NG a ;= X �
\ � �� �4_ _ ia n; ;�- r 02?.6 �
/� LL � /• `\`` r� , �� ± � Onv o�
. �1 � r, -�� �t � ��, �� tc���„b�„t ,�lardcover for Lot.s �, 5, and 6
�� � � \�� -- � (��\,�/ VJ�J� ` '�✓� � Z �-- ____-- io2s.a8 Lotarea = 4,680sq it
C� � -
-�1,.J_b ' i Bur!�;ng
x �4 = 2,9/6 sq ft
�� �e � �` . /v�� _� . �022.5 0 0 ����j i 02.5.2 ;024.7 Decks - 435 5q ft
r C2o � oo�-� q. .� - i.� 2q'0" , PorchPs = 480 sq ft
....�.... ...... .. .... .... . 24'0" �- �
Top Spike I ' \I o............ .o �\ / . .o.................o. .. ..�.....�.��� ____i 0�4 Sidewalks =
�0�9.63 � `�• ou., D e c k °0 � o p��k o t � a e�c k w To S ike y _ 72 5� ft
- - - � - - - - J �K---�---�o -� ------ 1 P p Dr�vewa - 138 5 ft
� �� � ` T � ; �i.� � ^ � / 1024.21 tvz3.68 Tota( 3.99/ s� ft
r" �� �� - ro22.5 -�� : WEST 72� , : «�22, - Percer�tage = 85.53%
� R�se,^�. � �` • • I
� a° . 1' lU2?_. �s ��� �, � Catch c?�s�r, �-
s�s
�� .; ��; � Top Spik � �Top Spike ? 1
ccc pcc ��� � �021'�2 - ��Z�•99 `� i ' 4 tcc ch The only easements shown are from piats of record or informatian
u r b ccc pac o � ` _� p� 1 provided by ciient.
�' l O�2.67
pL lO18.29 1Oi8.94 �, p q= � '`'- �
o tcc I certify that this plan,specification,or report was prepared by me or
' 7.85 �=�%� 102�.00
rOi 9.8� under my direct supervision and that I am a duly Licensed land
tr.c•�c Surveyor under the laws of the State of Minnesota
- . ,ozo ,; C�rcle
a nd5�one Surveyed this 20th day of Npvember 2015.
cmr oF oHo 5
� S��+ c���c�, �o���o� K�
❑ RO�Q Signed
�'aPPRovEo w�TN REv�s�oN� ��C�I���
❑ DISAPP Gregory . asc , Minn, Reg.No.24992
Lots 4, 5 and b, Block 2, STONEBAY, MAR ,� 1 2016 Rev �-�-� 6 ro osea �ont��r5 Drawn By �. ,,�u,,,a,�,,,,
BY Hennepin County, Mirinesota.
DATE ` 6 (�,�+p�pR��ip File Name 'ZQ �(�`QQ�,3
• sb-4-5-6-2inv84616.dwg
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_�1�(}1�F_13,�4' ]3l:ll�.[7E1�.5 I_1.�:_ r�IC ��T'L'�c.lt� C,itt�li�3, Inc, � - �'
� � ^ ��.�+.� INvoI�E �JC�. _ �4f>t r.,
Aru���rt} lo.:atc.3 in Sc�iio;; �., T�»ti,�,l���� I lti. R.ant::Z�. T T '� T � T [�'� A � Ta.' F.B.�Q. -__._---lt);s�-�.?---
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_.S�t.80� �Lo12{i' oi, � �I-R 12p{'. . ''1'- 12'0�� �;,,• C� ^, �.,� .
� Top Spike - M in ��•. '_P �' 20•0' M '�-L' 15 DU�;; �:�flP�Ps,{�s ����'� �� '' -'`. , p�opostt�F�rs,F'Ier.n
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t. �` �, : ' _ .:� � �J ' � � � J�, \ �}s.�,
r'--., ;` , �� � a .. # � 3Top Spik i Top Sp�ke � 1 _ ,'^� ; -
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=-�-='�_.�---�- -�.�-_---- r �' t I i427.99 , �r' he t�nhf e-. �.� ,,; �... �.
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L��ts -�. 5 and b, F3i��ck ', STO?�F�3A�`. �IE����/�� ;.___ ____ __ ---._..
' Rev �,4 . . ;. �:.- -. : �..,.� : _�Dra�:��y i .il., ,u,fi �
Hint�epit3 C��>�a�t��, ?��Iinnes�t��. MAR � 1 2016 '-----__ _ ^ _____ __ !
t____ —.�______.__.�F,le N�,n�e
�------- -- . _�_ `�t��''�N'T72d L.
�RTY �'��
The Gregory Group, Inc.
d.b.a. INVOICE NO. 84897
LOT SURVEYS COMPANY F.B.NO. 1083-42
Established in 1962 SCALE: 1�� = 2��
LAND SURVEYORS • Denotes Found Iron Monument
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
O Denotes Iron Monument
7601 73rd Avenue North (763)560-3093
Minneapolis,Minnesota 55428 Fax No.560-3522 � Denotes Wood Hub Set for
excavation only
� � � Denotes Existing Contours
�uruP��r� Pr�ifirtt�P "� -
, �030� „
�- l 030 a � / ♦_i Denotes Proposed Contours
� � � `�---__ 9,�`� �3o iO3o.2 Basisfor
� Proposed Walk Sketch / I\ 1 � �!\ I�2 x000.0 Denotes Existing Elevation
� �� bearings is
�// � Meet 11 \� r e t e e � aSSumCd 000.0 Denotes Proposed Elevation
a • �,c � Proposed Ret.Wall
o, �Existing �� � �� ��, � o �- Denotes Surtace Draina ge
N � 6 g Meet Existm � � Remove Walk Remove walk&Add Steps
STONEBAY BUILDERS LLC � � `� G � 1 b2 �9 0�9 NOTE: Proposed grades are subject to results of soil tests.
� �/Hr p � e tw1028.5 i� N✓1029.0 Proposed building information must be checked with
L�ght � � � ° � �� -� i Meet approved building plan and development or grading
Property located in Section 33,Township 118,Range 23, Po% �� � 2� 1027.3 ��o �o2e.2 � � 10�9.3 /029.5
� p � � Existing plan before excavation and construction.
Hennepin County,Minnesota Boulder Wall � � a Proposed grades shown on this survey are
tcc ��� � l 025.0__ �p t o o s e d �027 -_�Q2 1028 � - interpolations of proposed contours from the
� ��,���2 � I I p WEST 72.00�� S i d e w a I k -_;_ - � / drainage,grading and/or development plans.
Benchmark:Invert of Sanitary Manhole#3 located on b � � \ �� �_
the centerline of Kelley Parkway 550' rcc po� i�p 9•2 ` �o` �o � , � � NOTE: The relationship between proposed floor
lO I8.66 I � � � 2S � --_ ,�� O2 elevations to be verified by builder.
West of Lot 4,Block 1,Stonebay Sth ` � �� `,o �e c k -- i -� ��_ ,
� � 1` 24�� i02 . i 6 `s0 9 De �\ I �
Addition. � 101e. � � 1027.8 `�� D e c k '-
Elevation= 1009.23 \ � � �� 012'0"o �0278 0 12'0". 1027.8 �y�p�� : 1 �
� I �T/W I �"� M 12�0�� M � 20�0�� �
eh o �� y'p" o
� I 1025.0 2�0�� �"�
osed Wall � � I i 022.3 � ih 12'0"
� � B/W io2i. ! �A \ y
Detail �� l8"cant r
� I � I l B"cant. Q�
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�� ioi7.o2 � �6� - -- lO18.29 ��94 provided by client.
r� � tcc poc loi a 85 � i o i 9. I certi that this lan,s ecification,or re ort was re ared b me or
� � � / _ i0i7.34 �� unde m direct su ervsion and that I am a dul Licensed land
' V �^ o
, � � �f b�/ � O��o ���v I v � Surveyor under the laws of the State of Minnesota
s �� ` �` �� 5 a n d 5 t ,� `' Surveyed this 21 st day of January 2015.
,�� v v� �tt� , ' �lot K� ,
Lots 7, 8 and 9, Block 2, STONEBAY, ����N Y/� cr�r oF Rallo
Hennepin County, Minnesota � ,,� StTE PLAN 6RADING Signed
Gi�"� p�o�o ��T ��� Gregory , asc ,Minn. Reg.No.24992
��- �.�..�� �..1.�
E]APPROVED WITH REVISIONS Rev �rawn By ,� ,,�,,,,,��,,,,
❑ DISAPPR D
File Name
BY sb-7-9-2inv84897 prop walk.dwg
DATE 5- G �� s oF � fZE'T A�/J�//UG WAct-l. t�t�`'f741 L
� • • • • •
1 � �
emo
To: Finance Department
From: Christine Mattson, Planning Assistarrt �
CC: Street File
Date: April 25, 2017
G/L• 101-22205
Re: Escrow Refund
Building Permit Numbers 2016-00303, 2016-00305, 2016-00307 pertaining to 654, 656&658
Sandstone Circle are complete. Please refund $2,500 to the applicant, Stonebay Builders,
LLC.
Mail to: Stonebay Builders, LLC
16135 55TM'Ave N
Plymouth, MN 55446
w:�street files�sandstone arde1654,656&658\escrow refund 2016-00303,2016-00305,2016-00307.docx