HomeMy WebLinkAbout2016-00307 - new townhome , � CITY OF ORONO * Z 0 1 6 - 0 0 3 0 7 *
2750 KELLEY PARKWAY DATE ISSUED: 06/OU2016
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 658 SANDSTONE CIR
PIN : 33-118-23-11-0055
LEGAL DESC : STONEBAY
: LOT 006 BLOCK 002
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY . I C>L � �i�wi�1 ��o ✓V�.
VALUATION : $ 280,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WATER CONNECTION,SEWER
CONNECTION, ELBCTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BU[LDER ACKNOWLEDGEMENT FORM
OTHER INSPECTION REQUIRED IS 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 4,868.92
(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 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
permiks. All provisions of laws and ordinances governing this type of work
sha11 be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within l80 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time atter work has commenced.
The applicant is responsible for assuring all required inspectio s are
requested in conforman with the State B ilding Code.T ermit may be
revoked at any time du ause. i � ��/�
f—�7 �
� ��� 1 �--�°� s�, f� � � � /
Applicant Permite Sig ure Date [ssued By S ature Date
� city of Orono ,� �� � 9�
Building Permit Applicatio �
for New Structures or Additions �
Mailing Address: Permit number: ��l��c��
���� PO Box 66
� Crystal Bay, MN 55323-0066 Date received� —3�— � �o
( O —�-----
� � Street Address: Received by: �
�� ' � 2750 Kelley Parkway Plan review fee: J��Ss
��.',q ���! Orono, MN 55356 a ��_��
kFSH� Main: 952-249-4600 Total Fee:
Fax: 952-249-4616 vR;v°�4>�t:� �,�c;;,c� ;�,s� �is
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please prrnt)
GENERAL INFORMATIO : � ' T/
Job Site Address: �-�,? 5_ � .�C���S�U�c� � !��/ . � � � � � �3� 'C
Will this be a Parade of Homes, Remodelers Showcase Home or other U��splay Home? ❑ Yes ■0 No
lf yes, a special evenf permit is required with Police Department and City Counci!approva160 days prior to the event. Shuttle bus servrce will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be altowed.
CONTRACTOR/APPLICANT INFORMATION:
�JBI'p8: Stonebay BuildersLLC
State License# acss�sos Expiration Date:
Phone: (cell) (office) /�
Mailing Address: 148702 Brockton LN N Cit : Da ton zIP: 55327
COIItaCt P@fSOfl: Tom Osfar Applicant is: ontracto / Homeowner (Circle One)
E11181� alld/OI' FaX: tomo@stonebaymn.com
PROPERTY OWNER INFORMATION:
�farpg: Essay Holdings
Phone (day): s�z-��o-3ooa
Address: 2110 Lvndale Ave. S City: Mpls ziP:55405
Email and/or Fax aggarwal@yahoo.com
ARCHITECT/ ENGINEER INFORMATION: - r
Name: Tom osra�
Phone (day}: s�2-sss-asoa
Address: 14�370 Broc:kton LN City:Dayton ZIp: 55327
E11181� 811d/Of FaX: tomoCa�stonebaymn.com
PROJECT INFORMATION: Description of I'02Ct: newresidentialtownhome
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal &
Water Supply
■❑ New Construction , ❑■ Single Family with ❑Accessory Bldg. /Garage
❑Addition attached garage ❑ Deck ❑■ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Office/Commercial
❑ Relocation detached garage ❑■ Residence ❑ Private Sewer
❑ 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 Watersned District(MCWD) ❑ Other: (SpeCify) ❑ Other(specify)
15320 Minnetonka Blvd
Minnetonka,MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www minnehahacreek.or
Estimated Construction Valuation (excluding land) � �
� � 1 U16
Packet Last Updated: August 2015 CITY OF ORONO
Page 21
�2 CTURE INFORMATION:
------- ___ .__ ---- ----- -- _—
�. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction � ��
Ia Length (ft.)= 44 Number of bedrooms= 3 me
����
b. Width (ft.)= 24 Number of garage stalls: ���4�so�
� 2—d� nes:��
Areas in square feet Attached = �� /�i�S!d e���t( ��Lo
c. Basement= 320 Detached = �� ___,_. � I
d. 15'Story = 900 fab �� `✓ I
e. 2�d Story= 900 re b ,
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 Ap licabte
❑ 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 Requirements
►'� ❑ Surve —2 full size,to scale meetin ALL surve re uirements
❑ �(uY Hardcover Calculations
❑ Se tic S stem Certification
X ❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation from MCWD statin no permit is re uired
❑ Landsca e Walls and/or Retainin Wall Plans
J�' ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
�3— ❑ Data Privac Adviso Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
. Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of
the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
. Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
/ ' 1�' G�
'�f � /.l3sz�r ��rl c z
ApplicanYs Signature�a'" � ''`z"� .. r'�j Date:� �� �� ��
1
Owner's Signature: Date:
L �
� � �� ���
/
Packet Last Updated: August 2015
Page 22
{ �^
�PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIO�dS
Address: ��O _�(,t�S'�n� l.,(�Y� (���D Permit No.: ��� '��7
.�- / 2
Description of work: �L�tti� (DW 1�1 I�IM-� ( GV L�G(�J iT� Date Rec'd: 3 V�' � �
Se tic review b �-- wa'I'LA' n �� 5 �G
p y� Date Approved:
Zoning review by: Date Approved: �!� L�
�
Building review by: Date Approved: � l
Grading review by: Date Approved: � l�
Zoning District: 2��1,� Zoning File#: `' Reso#: `— Reso Date: �
t
Zoning: Lot Area: �� SF AC Width: Z1-� D Lot Coverage: SF '— %
Survey Submitted: 1�Yes � No Date of Survey: � • �' �1U Revised date(?):
/ '
Landscape plan submitted? �Yes � No Landsca�per:
s� su�xe►etf G.l�'"r 3 W t t-t� w7zs'r _
Pro osed Setbacks:
� �Front(� IJ�tear(St t) ( N S � W ) ( N S E Q) Other Buildings Wetland
Side Side
�' , �' 2, � k�"��� � ' f� �
Defined Height: 7� Peak Height:�_ FFE: I032���FFE minus 6 feet=�(Existing Contour)
Perimeter(linear feet) _ � 50% _ � �L.F. below grade
Basement? 0 Yes �$'No, ..3 Stories�
� f'(�NS p�2� Gon�sl g�'�-�v-r w t rt1 A�P��/t� �'�-o �aDU�s � S��r��
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 hiahest existinq
the highest point of the roof. ra ade to the highest p int of the
START WITH roof even if fll was b ught in to
If you have a...
- elevate home.
SUBTRACTION • GABLE OR PED ROOF(no Slab below ade—measure
(BASED ON windows): ubtract half the distance from high existing grade to the
ROOF TYPE) betwee he highest point of the roof hi hest int of the roof.
to th ow point of the corresponding If yo ave a...
g e or hipped roof SUBTRACTION ' GABLE OR HIPPED FOOF
• ABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUB CTION Subtract the distance between the half the distance between
(B ED ON basemenUcrawl space floor and the the top of the highest
ISTING highest existing grade adjacent to the window and the highest
GRADES) 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
.��.�`� r
Shoreland District MCWD Permit n� Average Lakeshore Setback Bluff �
��' Met?
� Yes �No Permit Number: 1�.�� � Yes � No N/A � Ye No
0 N/A—see attached Setback:
Stormwater Quality Existing Proposed �
Overlay District Tie�r Hardcover Hardcover Variance Required CUP Required
circle one % and s (% and sf
� � Yes No � Yes No
1 2 3 4 � Type(s): Type(s):
Fees to be Char ed YES NO
Permit
P6an Review //'
�1ta#e Surcharge 1/'
Investigation Fee
SAC—Number of SAC Units I/'
Other(specify)
S uare Foota e $ er Square Foota e
Basement X = $
1S' Floor X = $
2nd FIoO� X = $
Garage X = $
Estimated Constructioru Value: $
Orono Inspections Required Work Requiring Separate Permits
�,Fo�ting 0 Site Plumbing ❑ Grading/Filling
Poured Wall Silt Fence/Erosion Control Mechanical � Fire
Foundation Survey 0 Hardcover Removal 0 Septic �Water Connection
Foundation Waterproofing 0 Other(specify) Fireplace �Sewer Connection
�i Framing � Masonry � Lawn Irrigation
�Insulation �Mfg. � Landscaping
As-Built Survey � Other(specify)
Final
Lathe Required State Permits
�[ Other(specify) f `� DUr,
� � � � Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�See Builder�Acknowledgement Forrr�
�, an as-built surve
Updated: October 2015
r\fnrmc\nlan rovio�ni rhorklic4 1 fl_9(11 F rinrv
Builder Acknowledgement Form
C� 5� ���b�- ���- � zo�c� - o��
Builder
Permit Conditions Initials
Prior to the start of framing, a foundation as-built survey must be submitte
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.
rote se now fencin or me
a .
N un sewer within 20 feet o .
Prior to the issuance of a Certificate of Occupancy an as-built survey-aw�- N� _ S�N r'�
' ss-i#-ap�+iEa#�le 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 ��_���
survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A
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 ��C����
;posted on or in the distribution panel
Mailing Address of the Dwelling or D eIWLq Unit City MAR � ���
3-plex .SC� v���i /v�'� C��J Orono �
Name of Residential Contractor MN License Number C1TY OF ORO
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 monitonng
a � device)
n �,
�` N N
`��, ~ @ _ D o Location(or future location)of Fan:
r �' � � (0 U C � � �
�'�� �� o a 3 Y V � o � m Attic
0
� Q m m � � u� � T
� �
� C Z N � � O_ LL X O
Insulation Location � ° m � v � � w �'
16 `o E E � -o �
�a N o � � o o � m m
� � z i� i� � � � � � Other Please Describe Here
Below Enti�e Slab Garege walls below grede2=1.5"ridgid
Foundation Wall interior/Exterior 5 10
Perimeter of Slab on Grade
Rim Joist(1st 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: NIA
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 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 Capaciry in Output in Oth2r,deSCribe:
BTus: 56,000 Gallons: Tons: 2,5
Rating or Size
AFUE or SEER �3 Location of duct or system:
Efficiency HSPF% 95% /EER
Residential Load Heating Loss Heating Gain Cooling Load
Calculation 79,907 20,341
Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if installed: combustion air Select a Type
(e. .two furnaces or air source heat pump with 2s b2Ck-up furnaCe): Not required per mech.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 cfrns: Inside to outside
Location of fan(s),describe: Hallway-Source point 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
� s
EMS Heat Loss/Heat Gain Calculation
�'�i����� `� �._, � WestAlR Heating & Cooling � ����,c7�4� -.���. Stonebay Builders
��_ , � , MariaHaus ��;���E�E����: /�' �'� ��c, ���,srJ� �
�4:
�� = zr ��.�� 763-498-8071 Orono 3-plex
� � ���
`� }�`►�;�=4 612-363-4304
.4.<��� 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.
l. Desi�n Conditions
Indoor Outdoor Temp. Diff. Front of home is facing:
Winter 70 -12 82 West
Summer 75 89 l�
2. How would you describe the summer humidity in your area? Moderately Humid 40
3. How tight is the house? Ve►-y tight-under 1500 Sq. Ft.
Winter air change /hr: 0.4 Summel• air change/hr: 0.2
4. Fireplace evaluation : Number: I Tightness: Semi-tight 13
5. Number of occupants: 4
6. Overhang characteristics (optional)
East West S/��/SW
Distance of o��e�•hang from ���
to � of�vinclow (Ft.)
Length of overhang �����
Tab 0
7. Solar gain through glass
4 .28 .22 —�
I � � �
40 -- Scleci -- �8 Below OH 40
_-. ti�lict -- 17 0 0
18 -- !�+et�:cr -- 13 � 18 � 234
—� -- �,cicct -- 21 ���0
51 -- �+cleci -- 24 0 Sl 0 1224
—��41 -- �+clec�F -- 24 � 41 � 984
__ `�ctc�ef -- � �
40 320
2762
No � 2762
S. Ducts/Pipes
ll duct work in conditioned area
-- Scicct -_ a_ ��e�cE�� -�� __ �4clec�t__��0
0 I 0 �
Tab 1
9. Load Calculation
' � � I, I �II ��� i
� 1590 762
�-- �+eiEc€ -- I50 3444
-- 4elc�.cc -- 0
- Sciccc -- 0 0 �
nsulated or Storm 39 0.4 1279 l8
-22 1401 0.045 S l 70 883
-45 1350 0.022 435 1336
__ �;;���,Et __ 0 0
-- Sc�lcct -- 0 0
1" Insulation, R-5 1300�0.5 53300 0
13000 �8990 66�
1200
6000
74618 13067
0 0
74618 13067
099
74618 15166
��' 74618
15166 1.3
Tab 2
:
Basement Catculation
� � i ii i �
595
--- tie.[ect -- 69 0 ��
-- ticlec� -- � p �
� r- ticlect __ � 0
ouble 52 �� 3900
�.�. ouble —�17 75 �_�1275
�- ti����ct -- 0 0
-- `�c[�ct -- 526 0 0
�� -I S --�595 0.06 927 —�0
-- Setect -- 0 0
1200 0.024 362 �0
0 0
��300 �_—�
I�
�� 5289 5175
0
5289 5175
79907 0341
Tab 3
� .� REc�r�r�Q
h r
�/ . �� .. . _ .. .. . .
�' AK��A C1TY OF ORONC� k,� �„ ��.����..�� :
tir
e�c nENom mxonucroa wiooi�c
PRODUCT DESCRIPTIOFY contents of the bag in a wheel-barrow;
Akona�Crack-Resistant Surface Bonding bucket, mortar box, or mechanical mixer. 4
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 walis or block walls, mechanical mixing which can entrap air �# i ..�� e � ,
patch large vertical holes where �nto the mixture. If the product becomes , ,, _ ' , ,,� �F^�: ,� ;,;
non-sagging cement is a must; or repair firm before application, re-mix to proper ���„� �
consistency. If required, add additional
deteriorated stucco. Because it contains �:«"" ���.,. � �.,,,r
special fibers it will not shrink, crack, or Water sparingly, up to a total of 1'/z gal. ;��� � ' ,.'-�
(5.7 L)liquid per 50 Ib. (22.7 kg) powder. •►��«•+���-•Ww,� "»�%� �. .�
sag on a vertical repair. Provides -�
additional overall strength vs.
conventional concrete. Optional: For improved durability, _-
strength, and adhesion when applying �r 4� �;q '
� fi-
over previously coated and non-porous ^���=��g `F� ����'
YYHEN/YYHERE TO USE surfaces it is recommended to use Akona `�``�' • •������`
. Repair deteriorated concrete walls 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 '/3 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 walls 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
ADVANTAGE� up with soap and warm water as soon as
• Moisture resistant APPLICATION application is completed.
• Glass fiber reinforced for durability Apply only to surFaces that are frost-free
. Hi h stren th Bonding Dry-Stack Segmental
9 9 and above 40°F (4°C) and below 100°F Retainin Walls&Mason Walis:
• Controls shrinkage, cracking, and (38°C) within 24 hours of application and g �
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 walis are important in much easier. Footings must be built
• 50 Ib. (22.7 kg)bag (BOM#102614) establishing a strong bond. below the frost line and should a be a
minimum of twice the thickness of the
�`s' blocks used. Consult our local
COVERAGE �" � Y
�� 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 � bed of Crack-Resistant Surface
i � +�' Bonding Cement. Make sure this course
Read all directions before starting work. ` �'
Remove all loose or unsound materials. '���°-� �k�;.;; ° - " is straight and level. Dry-stack masonry
`"�+y� I,� � "'' ' '�6����� �' • 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 walls. against the masonry units below to
PRE-WET SURFACE JUST PRIOR TO Patching or Filling Holes in Concrete/
Mason Walls&Stucco Re air smooth out any roughness. Crack-
APPLICATION OF PRODUCT. ry p ' 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 walis, as weil as,
Begin with approximately 1 gal. (3.8 L) of repairing cracks or filling openings in Wall. The better you are in maintaining a
clean, cool water per bag. Mix complete stucco walls. Apply up to %2 in. (1.3 cm) �evel and aligned wall, the stronger and
more attractive your finished wall will
thickness per layer. Deep repairs may be. Dry-stack the rest of the wall before
require applying product in multiple lifts or applying the Crack-Resistant Surtace
� ��j layers after initial set between lifts gonding Cement to both sides of the
.?'' �� (approximately 2-4 hours), product should Wall. Apply product with a trowel in
ciaeaer trrse ��em��e� 6ieres be firm, but not final set. Make sure to upward strokes, maintaining a uniform
� dampen the surface area between thickness of at least '/e in. (3 mm). Do
applications of product. When troweling, not over-trowel.
� � be sure to clean the surface of the trowel
S�fet�6lfsses Naad Ml�er teref Tnwel
, _
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�
61iG YEIQJm OONRYlGT10N MiOOUCR
CtJRING W/�RRANTY
Like other cement based materials, 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 will satisfactorily clean
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,
including empty bags, at a permitted
IMPORTANT NOTES 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 e�ra difficult restoration and
waterproofing 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 products are the responsibilify 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.
� Hennepin County Property Map
Date: 4/1/2016
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PARCEL ID: 3311823110055 Comments:
OWNER NAME: Essay Holdings Llc
PARCELADDRESS: 658 Sandstone Cir, Orono MN 55356
PROPERTY TYPE: Vacant Land-Residential
HOM ESTEAD: Non-Homestead
PARCELAREA: 0.04 acres, 1,560 sq ft
A-T-B:Abstract
MARKET�/ALUE: $37,000 Thisdata(i)isfurnished'ASIS'withno
representation as to compleUeness or
TAX TOTAL: $527.02 accuracy;(ii)is furnished with no
warranty of any kind;and(iii)is notsuihable
for legal,engineering or surveying purposes.
SA�E PFj�CE: Hennepin County shall not beliable forany
damage,injury or loss resulting from this data.
SALE DATA:
COPYRIGHT �OHENNEPIN
SALE CODE: courvTv 2oas
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OwnerlContractor on site:
Inspector. �
White Copyllnspector's Ffle Canary CopyfSite Notice
��,� /`
� � DATE TIM�.�`
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DATE TIME �
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ADDRESS �o
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((/. �� L.,,_ ��
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White Copyllnspector's File Canary CopyfSite Notice
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White CopyAnspector's File Canary CopylSite Notice
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Cal1 for the next inspection 2a hours in advance. (g52 j 249-4600
OwnerlCon r o�s' e:
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DATE TI /
CITY OF ORONO CALLED IN ��
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
Inspector. ��Q'''��'L•
White Copyllnspector's File Cenary CopylSite Notice
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STONEBAY BUILDERS LLC The Gregory Group, Inc. INVOICE NO. 84b1b
d.b.a.
LOT SLTRVEYS COMPANI' F.B.No. �os3-42
Propei�ty located in Section 33,Township l 18,Range 23,
Henllepin County,Mimiesota Esiablishe�i in 1962 SCALE: 1�� ` 2�'
Benchm:�rk:lnvert of Sanitary Manhole#3 located on I,AND S�VEy�Rs � � Denotes Found Iron Monument
the centerline of Kelley Parkway SSU' REGISTERED UNDER Tl-iE LAWS OF STATE OF MINNESOTA O�O�O �o/� O Denotes iron Mo�ument
WeSt Ot 1,01 4,B10Ck 1,StOriebly 5t11 76U1 Trd AvenueNo�th (7C�3)560-309� r� � Denotes Wood Hub Setfor
L�aC�ltlOri. �4innzapotis,Minnesota 5542R Fax No.560-3522 excavation only
�'�Cvation= l 009.23 � + �i�lr F���-� (�F r�j�t r�I�P �/\��% Denotes Existing Contours
�p3�'' \~` /���`i Denotes Proposed Contours
a Basis for
„o,i� 030.2 bearin�s is
x000.0 Denotes Existing Elevatio�
�0� e
assumed
\` OUO.O Denotes Proposed Elevation
/l ��- Denotes Surface Drainage
NOTE: Proposed grades are subject to results of soil iests.
� �a Proposed building information must be checked with
, a � approved building plan and development or grading
!029.2 �r G2?d7 pian before excavation and construction.
� ? /029.ti � Proposed grades shown on this survey are
a a Y�I�V N ` 'C29 �
, a�02� � ��p�9 S� � interpolations of proposad contours from the
. d a �. , op SPl ' � T p p�k� \ ; � drainage,grading andlor development plans.
- -- - � - T - '' �� p _ � : �pyg,4 : 1 29. 6 � � � � NOTE: The relationship between proposed floor
� O2 �' � a 02[.6 �i elevations to be verified by builder.
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\ ' �....}, ,�Gc�?� � °D Parch � �i � Porch � ��0 ��'2"�� � ,
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�� � 4-1�1.00-� . .�0 12'0"' � �Z.�,�: . ....... ... ... ....... _ 12'0": . .``s,;�hp :,A .Z I 032.48 Pro osed First Floor
�;. .
- 7op Spike �r� � � �, 75.0 � �Top S � P
12'0" � 20•0' M .�p2� -- N !Q30.8
� 1 5.42 \ 2'0" ---_ _- 2,p„ � �QD27•34 � Proposed Top of Biock
� ` ;Oz'.o x -- ---- � -o � � 1022.5
., � � ; ' �- /O27 n � � o p c� � Proposed Garage Floor
�t , -1�r, 2 ' . �-/�;26, !t%2.'.6 \ � �-z _ �i
" U� i '"7 �� � Fropose;c 4VaA � x � L�'� � ` �� �'C� �C��2•8 Proposed Lowest Fioor(housej
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S ' �� ' � � -�O`>2 -� i o22.s o ����..m i o2s.2 r oz�.� Decks = 435 s y ft
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io��.�y a �. r, � e: : � lo�z.c�
� ���✓� I certify that this plan,specification,or report was prepared by me or
pc �: m � zcc.
;'.85 tcc�c i022,Oo under my direct supervision and that i am a duly Licensed land
�o�9.n; �«.�,c. Surveyor under the laws of the State of Minnesota
to�� �; C�rG��
� a n��.�one Surveyed this 20th day of November 2015.
� c��r oF oROHo 5 K z o, c� - �3�-�
SITE PLAN GRADING Pl,AN (QU��Ot }
❑ APPROVED I��C�I�/�I� C��g S�S St ;�a G
6�PPROVED WITH REVISIONS
Gregory . asc , Minn.Reg.No.24992
❑ DISAPP OV�Q Lvts 4 5 and 6 Block 2 STONEBAY MAR : 1 2016
gY �-.-> > > > > Rev 3-8-!6 prc osed cor,tours Drawn By g �u��,
DATE � /� /� Hennepin County, Minnesota. �1`�Y OF o�oNo File Name
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APPROVED ��S(� Cd�n�rao� ' � i � � /•��
s���-F;; _ ._ .. ___ �.�-_ t�_ 1�-�-t�-�
0 APPROVED WITN REVISIONS =
❑ DISAPPR VED ri�yory . 3<.��r�7��n.+�P� �c. ������=
- -► ����IVEt7 __ __ — __ .__—,_----
BY L�t� -�. 5 and 6, I3lc�ek. �., STC��1�.�3F`�.�'. ' Rev , ; -. c : ,,_: : ,Dialv-��,. J -- �i„ :r�. __---___..
- ---- -- --- - —_-___.
Ht'i111�' IIl �'t�U1liY, �'�ti111�'SC1141. .� ,---- ---._._ �_._ ---__ ______.__._ �
DATE G � . i`IA�? :, 1 2016 j},,�: �;��.,�-
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The Gregory Group, Inc.
INVOICE NO. 84897
d.b.a.
F.B.NO. 1083-42
LOT SURVEYS COMPANY SCALE: 1�� = 20�
Gstablished in 1962
LAND SURVEYORS • Denotes Faund Iron Monument
REGIS"1'I�RED tJNDF,R THE LAWS OF STATE OF MINNF,SOTA O Denotes Iron Monument
7601 73rd Avenue North (763)560-3093 Denotes Wood Hub Set for
Minneapolis.Minnesota 55428 Fax No.560-3522 excavation only
��
� � Denotes Existing Contours
�uruP�ur� C�Pr�ifirtt�P � � °� �
`� l030 ��3 /���`i Denotes Proposed Contours
� �� a �C4 ��3o�i030.2 Basis for
`� --- �29"' a • • x000.0 Denotes Existing Elevation
', ��, ,� ,- � � i \ beanngs�s
Py��y��Sed Wal� ���l,C� �� � � ' � `� tieo / assumed 000.0 DenotesProposedElevation
1 �J 1 G Meet � . �c�e 1� �Proposed Ret.Wall !
o ,Existing � � � G o �� \ I �- Denotes Surtace Drainage
N � � i 6��-Meet E,��st�n � -Remove Walk �Remove walk&Add Steps
�2 g o NOTE: Proposed grades are subject to results of soil tests.
ST�NEBAY BUII-DERS I-I-C � � ! �� , � � � ` �,� tw1029.0 Pro osed buildin mformation must be checked with
rt'� ° � �W o � tw1028.5�� P 9�
� L�ght_ �� � � ° \ ` , r'� -" / Meet approved building plan and development or grading
\ � Ct � 1027.3 i !028.2 � � l 0�9.3 �' l 029.5 lan before excavation and construction.
- Property located in Section 33,Township 118,Range 23, Po�e � ��� 2 V o � x � Existing P
^ � Proposed grades shown on this survey are
Hennepin COunty,Minnesota Boulder Wall �� � � � � _� - interpolations of proposed contours from the
� ---- _�c102 . ioza.a °>
• ,tcc � � �o?`���_- P r o p o s e d WEST 72.00� �O27 S i d e w a l k -_��; - -�l / drainage,grading and/or development plans.
!C?/�.Q2 �' '
BenChmat'k: InVei't of Sanitary M317�O1e#3 �O�Cated On b � � � < +� ��,'��- - NOTE: The relationship between proposed floor
the centerline of Kelle Parkwa�550' �o���� �0���� � � �o`I �o � __ 028 elevations to be verified by builder.
West of Lot 4.Block 1,Stonebay Sth �\ � �� 2 S �a � e c k - - , '� � �_
`� j� _ � 4_ l02 . O lO 9 D e I �
lOIB. � � �_ ����� 1027.8 Deck '-
Addition. � � � l . �2�p„: ;027.8 - 12'0"_ i o27.8 �Z�p�� ��
Elevation= 1009.23 �� � �� � o o -- . � �
� �TN✓ � �� M 12�0�� M M 20�0�� c �� - •1'p" .
� I i025.o 2���• M Z� � � iti 12��•�
osed Wall � ' � i o22.3
� ��I 8/W io2i.�� `� �� � �
� I � ` l B"cant - �
��ta�� tcc A -le"cant. � �� �� � �� � �_ � Top of BIOCk I 028.3
ioi�.9� � A _ i o ��` � , � _ �,o� ,
e
� � � � �� o �� �� P�� � � � '�'� etail Garage Floor I 020.0
No Scale �� � ��, o , �� �, � �� ,� ; � � �� +-- -
, \� ` � a c �� �� �Q�� o T= � � Lowest Floor(house) I 020.3
V = o m -+_
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i o2�.o / �' 1017.78 --� o ;o i y.s o i a2o.� 1 � �;
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� o o % �� �� � +� ���1019.00 �N R,��s --
/ r���e � �� � Top Spike �� � ,�N ,
;" � � ioi�.s2 � � �0 �,_ 1018.40 `� �ti� [� � --
Window Catcnqas�n- ��\ � � � �, ,� cc voc ; The only easements shown are from plats of record or information
Window- �2b rim I ��� �� u r b tc poc
�' lO17.02 �E' p� �0�8�9 /�i8.94 provided by client.
� �� �cc poc i O i 7.85 � ���9� I certify that this plan,specification,or report was prepared by me or
, �r' \ � � lO17.34 �
. / O� � ��_ ��I„ �,o /^I�"G I e under my direct supervision and that I am a duly Licensed land
V (� �� Surveyor under the laws of the State of Minnesota
v
. ��S � �N� 5a nd5t°� Surveyed this 21st day of January 2015.
��N �,,� ��.��ot K�
Lots 7, 8 and 9. Block 2, STONEBAY, � � �l�
� � �� 0� �O�O Signed
Hennepin County, Minnesota � ��- -
S�E P�N � GRADINGeP111N Gregory . asc ,Minn. Reg.No.24992
APPROVED -���. W�fV�.•. Drawn By 7. �1�1,w,�,
�APPROVED WITH REVISIONS Re�
O DISAPPROVE File Name
Bv sb-7-9-2inv84897 prop walk.dwg
,
DATE S !'!� �(o S �� 3 � F � ��-X�t l�
� • • • • •
� � �
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 8�658
Sandstone Circle are complete. Please refund $2,500 to the applicant, Stonebay Builders,
LLC.
Mail to: Stonebay Builders, LLC
16135 55�'Ave N
Plymouth, MN 55446
w:�.street files�sandstone arde�654,656&658�escrow retund 201 Fr00303,2016-00305,2016-00307.doac