HomeMy WebLinkAbout2016-00305 - new structure CITY OF ORONO * Z 0 1 6 - 0 0 3 P1 5 *
• 2750 KELLEY PARKWAY DATE ISSUED: 06/OU2016
, ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 656 SANDSTONE CIR
PIN : 33-118-23-11-0054
LECAL DESC : STONEBAY
: LOT 005 BLOCK 002
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY . �v Z , �`=�'��`�`�„1'��
VALUATION : $ 280,000.00 '
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WATER CONNECTION,SEWER
CONNECTION,ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
OTHER INSPECTION REQUIRED 1-HOUR WALL INSPECTION
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
2ll0 LYNDALE AVE S
MINNEAPOLIS,MN 55405-2
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 additionai 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 afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building de.This permit may be
revoked at an 'me f e cause.
� � ��l�
_
�`� �` � � � �C���� l�_�-�-�5�' �" � � ���
Applicant Permite ' atu Date Issued By Signature Date
�
� � Cit of Orono � �' ���
v � ��
Building Permit Application �
for New Structures or Additions
Mailrng Address: Permit number: �� l(p—���
Q PO Box 66
� � �Q Crystal Bay, MN 55323-0066 Date received: 3' �l— �b
StreetAddress:' Received by:
�,^ � �, 2750 Kelley Parkway Plan review fee: � � 'Jr
�' ' �! Orono, MN 55356 � S�
� lqk�sHo�``` Main: 952-249-4600 Total Fee: ��� �� ��
Fax: 952-249-4616 n��✓�� c���rc irc� ;n=�`.us
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: _��U �� �.-��`,T�G G,S/_ QY�v �"l _
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? � Yes ❑■ No
!f yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Na�pe: Stonebay BuildersLLC
State License# BC681308 Expiration Date:
Phone: (cell) (office)
Mailing Address: 148702 Bro�kton LN N Cit : Da ton ZIP: 55327
Contact Person: Tom osfa� Applicant is: ontract / Homeowner (Circle One)
Etll81� 8tld/Of FaX: tomo@stonebaymn.com '
PROPERTY OWNER INFORMATION:
Narpe: Essay Holdings
Phone (day): siz-��o-sooa
Address: 2110 Lvndale Ave. S City: Mpls ztP:55405
Email and/or Fax aggarwal@yahoo.com
ARCHITECT/ ENGINEER INFORMATION:
Nafpg: Tom Osfar
Phone (day): siz-sss-a3oa
Address: 14870 Br�ckt�n LN City:Dayton ZIP: 55327
EI'llal� 811d/Of FaX: tomoCo�stonebavmn.com
PROJECT INFORMATION: Des�ri t1011 Of pf0 @Ct: new residential townhome
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 Watershed District(MCWD) ❑ Other (specify) ❑ Other(specify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www minnehahacreek or RECEIVED
Estimated Construction Valuation (excluding land) $ � ��� � MAR � 1 2Q��
CITY OF ORONO
Packet Last Updated. August 2015
Page 21
ST�:-ijCTURE INFORMATION:
-- --------------,
� 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction �
�. Length (ft.)= 44 Number of bedrooms= 3 I
��- �oo�S/�l1y�s,a�� 01
b. Width(ft.)= 24 Number of garage stalls: ��C C��
Areas in square feet Attached = �� '�"' !�/� �
� /� l,
c. Basement= 320 Detached = i�_I(;F
5t 900 �te�r^Ik��vS �y`0,Q
d. 1 Story =
e. 2�d Story= 900 ��G
f. 'h Story =
❑ Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
� ❑ 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 'h 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
X ❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation from MCWD statin no ermit is re uired
� CI Landsca e Walls and/or Retainin Wall Plans
0 ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privac Adviso Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all informatio� 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.
�✓ <'�-:>G��
^-_"�' ( �D fB Lr . 5�`.I-�r Cl C
ApplicanYs Signature: � � Date:
Owner's Signature: � Date: ,�U- � v'/.�
� � ' 1 l
�� � �
�e
Packet Last Updated. August 2015
Page 22
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: Permit No.: ?�,��D -���
Description of work: /U�{yv OLc�n1 f�k�t� lC�1��� l�f N 1T� Date Rec'd: � �� �� ��
Se tic review b ��� �-
p y:� ��✓ 4- �'� Date Approved:
Zoning review by: Date Approved: � !o �G
Building review by: Date Approved: � �
Grading review by: Date Approved: � l� G
Zoning District: �-� Zoning File#: v Reso#: � Reso Date: '—
Zoning: Lot Area: ��oO SF/AC Width:�� Lot Coverage: � SF %
Survey Submitted: � Yes O No Date of Survey: � ��'�llJ Revised date(?):
Landscape plan submitted? �es � No Landsca er:
5 E� Su�►�-^f g{,-t�x-''f 3 w l�t we �-- rr.�� �-,�t.�.
Proposed Setbacks:
,; r > Front(L�) �tear(Stre,etf ( N S E W ) ( N S E W� Other Buildings Wetland
� � Sid� Side
�� � �...� � !�'r_
Defined Height: Peak Height:� FFE: U32.y�FFE minus 6 feet= _� (Existing Contour)
Perimeter(linear feet)_ � 50% _ �_L.F. below grade
Basement? 0 Yes �..No, � Stories�
�('.�.��5 P� cmNs�s�T�-r-' wtr�t Af'��V� ,���D �cP�n.oUA�� � S�Nz�f3�
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 hiqhest existinq
the highest point of the roof. START WITH rq ade to the highest point o e
roof even if fill was brou in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIP D ROOF(no Slab below grad —measure
(BASED ON windows): S tract half the distance from highest e ting grade to the
ROOF TYPE) between t highest point of the roof hi hest oin f the roof.
to the I point of the corresponding If you hav a...
gabl r hipped roof SUBTRACTION ` G LE OR HIPPED ROOF
• BLE OR HIPPED ROOF(with (BASED ON no windows): Subtract half
the distance between the
indows): Subtract half the distance ROOF TYPE) highest point of the roof to
between the top of the highest the low point of the
window and the highest point of the corresponding gable or
roof
hipped roof
• ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBT TION Subtract the distance between the half the distance between
(BAS ON basement/crawl space floor and the the top of the highest
EX TING highest existing grade adjacent to the window and the highest
DES) 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
Shoreland District MCWD Permit Average Lakeshore Setback Bluff `
Met? � `
� Yes No Permit Number: f(o _ 1 S� � Yes 0 No N/A � Yes .
� No ��
� N/A-see attached Setback:
Stormwater G3uality Existing Proposed
Overlay District Tier Hardcover Hardcover Varian�e Required CUP Required
circle one % and sf % and sf
� Yes No 0 Yes No °
1 2 3 4 _._�.___ _ --s- TYPe�S). Type(s).
Fees to be Char ed YES NO
Permit (/'
Plan Review l/
State Surcharge (i^
Investigation Fee [/'
SAC-Number of SAC Units
Other(specify)
Square Foota e $ er Square Foota e
Basement X - $
1St Floor X - $
2nd FIOOr X = $
Garage X = $
� �� c�/ -��
Estimated Construction Value: $ �
Orono Inspections Required Work Requiring Separate Permits
Footing ❑ Site Plumbing � Grading/Filling
Poured Wall Silt Fence/Erosion Control Mechanical � Fire
Foundation Survey � Hardcover Removal 0 Septic �Water Connection ';
Foundation Waterproofing 0 Other(specify) �Fireplace �Sewer Connection {
Framing ❑ Masonry � Lawn Irrigation
insulation �Mfg. � Landscaping "
As-Built Survey Other(specify)
Final
Lathe / Required State Permits
Other(specify) / ho�,� �►a �Cs
❑ Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�See Builde Acknowledgement Form
ior t as of escro - uilt survey and har er ca cu i e and approved.
Updated: October 2015
�•\fnrmc\nlnn rovip�ni rharklic4 1(1_9M F Anrv
, � Builder Acknowledgement Form
�05�� SCxI�G�S�n� C,c' rG1� 11�l�01���5
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 O
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. t••�
Protect septic sites with etal stakes and caution tape, if
plicable
underground sewer withi o we .
Prior to the issuance of a Certificate of Occupancy an as-built survey�ad�. /�� _ S.�N �
must be submitted and approved. L
In the event of winter or other unfavorable weather conditions (which
prevent the completion of the exterior improvements and/or as-built ��_ S�
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 rior to construction. 1
w:\applications,license or permit applications\builder acknowledgement form.docx
.
� ew onstruction nergy o e omp iance ert� icate �
Per R401.3 Certificat.A building certificate shall be Date Certificate Posted MAR � � �6
posted on or in the distribution panel
Mailing Address of he Dyvelling or Dw Ili �1nit City
3-plex �� b �G( l�� f/�✓I� C� Orono �I.TI(0�OR NO
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 monitonng
��r a`�i � device)
a >,
� � N
� _ � _ — '� Location(or future location)of Fan:
� o a o � ci � o � m Attic
� � a m m �' � � � ''
� N � O �n N p N � U
� tn N 0. LL X O
Insulation Location �� � ° Z t0 �0 v O � w N
� m o o� o� - - -
m � c a`� a`� E E � -o -o
m m c
f-° � z � � �° �i � � � Other Please Describe Here
Below Entire Slab Garage walls below grade2=1.5"ridgid
Foundation Wall interiorlExterior 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: N/A
Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(exc/udes skylights and&door)U: 0.31 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Coeffcient(SHGC): 0.31 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 Electric Passive
Manufacturer Rheem Rheem Powered
Interlocked with exhaust device.
Model R95TA0601317MSA RA1330AJ1NA Describe:
Input in Capacity in output in "��, Other,describe:
eTus: 56,000 Gallons: Tons: 2,5�
Rating or Size
AFUE or SEER LoCatiOn of duct or s Stem:
Efficiency HSPF°/a 95% /EER 13 y
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 Air Select a Type
(e. . two furnaces or air source heat pump with 8S bBCk-Up fUff12C@): 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 cfms: 111SId@ t0 OUtSIdC
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 , s "metal duct
Builders Associaton of Minnesota version 101014
.
�
' � EMS Heat Loss/Heat Gain Calculation
f�. �����r .:������.� WestAIR Heating & Cooling �i x� :,� �a ��� Stonebay Builders
�, ��.
�' <
`` ��>.� .. Maria Haus � �,e��� <�,,.� � �Gt rG �i%vi
� �. , �
� � � =4 -�::� 763-498-8071 � Orono 3-plex
i �4 �� � ' `
R 'i v
:`,� '�������. ,� 612-3 �,_4 �4 � ,
� '`�: � 03/30/20�]6� - � �
�..
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. Design Conditions
lndoor Outdoor Temp. Diff. Front of homc is facin�:
Winter 70 -12 82 West
Summer 75 89 14
2. How would you describe the summer humidity in your area? Moderately Humid 40
3. How tight is the house? Very tight-under 1500 Sq. Ft.
Winter air change /hr: 0.4 Summer air change /hr: 0.2
4. Fireplace evaluaYion : Number: 1 Tightness: Semi-tight 13
5. Number of occupants: 4
6. Overhang characYeristics (optional)
East West S/�E/SW
Distance of overhang frorn ����
to of windot� (Ft.)
Length of overhang ������
Tab 0
, �
;'"T. Solar gain through glass
4 .28 —� .22
_
40 -- welcct -- �8 Below OH 40
-�� � -` �i�Eect __ j7 � �
18 -- �seEec{ -- 13 0 18 0 234
�—� -- `�etcct -F 21 ����0
51 -- '��[�:c�t -- 24 0 S l � l 224
� 4l -- �€��e�:.t -- 24 � 41 � 984
�� -- ��lc��t -- 0 Q
40 320
2762
No � 2762
8. Ducts/Pipes
11 duct work in conditioned area
-- ;ticicct -- -- 5ciccf --_ �-� -- Selcc{ -- ❑�
�o �o
Tab 1
�. Load Calculation
I� ��G ;Iil �
1590 762
-- ��:fc-c�t -- 150 3444 �_�
__ �;elccc -- 0
-- Sc(ect -- 0 --- � —
nsulated or Storm 39 0.4 1279 18
� -22 1401 0.045 5170 883
-45 �l 350 0.022 435 l 336
-- �ctert -� 0 0
-- �cicct -- 0 0
-1" Insulation, R-5 1300 0.5 53300 0
13000 8990 667
1200
6000
74618 13067
0 0
74618 1306'�
099
74618 ]5166
74618
i5166 1.3
Tab 2
. '
' Basement Calculation
9,1�,, I ,ii
595
-- �efc�r� - 69 0
-- �1E�('.C� -- -� O
'- 5t'jC`C( -- �
ouble 52 —�75 3900
��ouble 17 75 127�
_ - Sel�ct -- 0 0
- '�ctect -- 526 0 0
� -15 595 0.06 927 0
-- tietert -- 0 0
1200 �0.024 362 0
0 0
300 0
0
5289 5175 �
0
5289 5175
79907 0341
Tab 3
� - �' Hennepin County Property Map
Date: 4/1/2016
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'"�.rj��� � ; � � �, 1 inch = 50 feet
PARCEL ID: 3311823110054 Comments:
OWNER NAME: Essay Holdings Llc
PARCELADDRESS: 656 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 VALUE: $37,000 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.
SA�E PR�CE: Hennepin Countyshall not beliableforany
damage,injury or loss resulting from this data.
SALE DATA:
COPYRIGHT OO HENNEPIN
SALE CODE: couNTv 2ois
t,
RECEIVED
� �,AR � 1 Z016
� �AKIaNA ��n oF oRorva � `T��'����
1RG Y6N0�aOMPiqlETICX AOOUC7L
�RODUCT DESCRIPT°ION contents of the bag in a wheel-barrow;
Akona�Crack-Resistant Surface Bonding bucket, mortar box, or mechanical mixer. �'
Mix product thoroughly to achieve a stiff, '
Cement is a specially-formulated, multi- "
putty-like consistency. Avoid high speed
use product. It can be used to build and , ' � �� , �. �.��,
restore retaining walis or block walls, mechanical mixing which can entrap air � .e_ � �_:
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 �s�y� ,"/
consistency. If required, add additional
deteriorated stucco. Because it contains �'�`" ��..,. , r.,,,,:.J
special fibers it will not shrink, crack, or `Nater sparingiy, up to a total of 1 Y2 gal. ��� �� , `
(5.7 L)liquid per 50 Ib. (22.7 kg)powder. •��*—�--��• -�»,�•� r,,.� .��
sag on a vertical repair. Provides � - _
additional overall strength vs.
conventional concrete. Optional: For improved durability,
strength; and adhesion when applying ,����-Fi�'; �R
WI�IEN/YYHERE TO USE over previously coated and non-porous
surfaces it is recommended to use Akona :s-�"�����"
• 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 '/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
ADVANTAGES up with soap and warm water as soon as
• Moisture resistant ApPLICAT[ON application is completed.
• Glass fiber reinforced for durability Apply only to surfaces that are frost-free
Bonding Dry-Stack Segmental
. High strength and above 40°F (4°C) and below 100°F Retaining Walis&Masonry Walls:
• Controls shrinkage, cracking, and (38°C) within 24 hours of application and
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) estabiishing a strong bond. below the frost line and should a be a
� g� minimum of twice the thickness of the
�" �'�;: * ' blocks used. Consult your local
COVERAGE • �'
�°-�r. masonry supplier for information about
One 50 Ib. bag covers approximately 50 � e footings and slab construction.
sq. ft. at'/8 in. (3 mm)thickness �R • Dry-stacking Masonry Units: Lay the
�- first course of masonry units in a full
« „ _
SWRF/PCE PREPARATION � r�* bed of Crack-Resistant Surface
� '� � ' Bonding Cement. Make sure this course
Read all directions before starting work. f � � � � is strai ht and level. Dr -stack meson
Remove all loose or unsound materials. ��""``�� ; > , g y ry
�-� �`.. '" " ;,;:: 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 Concretel
APPLICATION OF PRODUCT. Masonry Walls&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 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) level 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 a I in the Crack-Resistant Surface
/'`-'� � layers after initial set between lifts pp Y g
(approximately 2-4 hours), product should Bonding Cement to both sides of the
�t,J � � wall. Apply product with a trowel in
Giaeoer o�esQ un�ipo4ea� 6Ures 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 ciean the surface of the trowel
S�f�t�6fasses Nentl MfMer lerel Tnwel
i `
� �AKt1NA �����������=������=
�
fRG tl.ENOm OOqRY1C7fOM MOOIfCiL
CURING 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 di�culty 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,
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
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 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.
��� 1
— � DATE TIME ;
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White Copyllnspector's File Canary CopylSfte Notice
��- 2=�� �- r
DATE TIME
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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inspector.
White Copyllnspector's File Canary CopylSite Notiee
✓
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White Copyllnspector's File Canary CopylSfte Notice
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DATE TIM�
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OwneHCorrtractor on site:
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Whits CopydnspecMr's Flle Canary CopylSfte Noties
�� .�3
DATE ` TIMf
CITY OF ORONO CALLED IN � �
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PERMIT NO. cOMPLETED
ADDRESS ��ti�
OWNER TELEPHONE NO. ��� �' ? 3� �'"
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hou in advan 249-46��
OwnerlContractor on site:
Inspector. ' �
White Copyllnspector's File Canary CopylSlte Notice
�/�` � � � Y
` ,� DATE TIME
CITY OF ORONO CALLED IN ,��.-, � _�
INSPECTION NOTICE SCHEDULED _�,Zt°�1�� � � ��'h,
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE I ❑ COMPLAINT
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
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OwnedContractor on site:
Inspector. ►y"
White Copyllnspector's File Canary Copy/Site Notice
� v � J
DATE TIME "
CITY OF ORONO cnLLED IN � �
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White Copyllnapector's Ffl� Cenary CopylSite Notk:e
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� � DATE TIME V j
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CITY OF ORONO CALLED IN � �
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952 2 9-460�
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopyfSite Notice
C(� TI
CITY OF ORONO CALLED IN � � ��—=
INSPECTION NOTICE � SCHEDULED —
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2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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❑COFiRECT UNSAFE CONDITION WfTHIN HOURS. p pHpTO TAKEN
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❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED
O INSPEC110N REQUIRED.CALL TO ARRANf3E ACCESS.
Cafl for the next inspection 24 hours in advance. (952) 249-4600
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INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED - —
DDRESS
OWNER TELEPHONE NO.
CONTRACTOR -S'�n�1�-y
� DESCRIPTION F�a� �Di-c.�( �. fC�� a�.,�,/� .�j„a .
tti ❑ 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
_ �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
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V BEFORECOVERING PERMANENT
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INSPECTOR WFLL REfURN
❑S70P ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:_ S P�r1
Inspector. ��� � '�P�
White Copyllnspector's File Canary CopylSite Notice
� `� O�' DATE TIME �
CITY OF ORONO cnLLED IN �
INSPECTION NO�ICE SCHEDULED ,D �
PERMR NO. a�h��'��� COMPLETED
ADDRESS �fL—���'' � G�.l�1c�Cy6Yll1 �.
OWNER TEL HONE NO.
CONTRACTOR �
� DESCRIPTION u- ! �
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� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILL G
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
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
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2 dWNERKAl�TRACTOR TO MEET Y�OI! ES_NO
� COMMENTS:
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❑STOP OR�ER POSTED.CALL INSPECTOR �GTATION ISSUED
❑INSPECTION REWIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
���1��e:
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wn+a covrnnsPsceors Fi�. Canary Copyl8lb Nofk�
��j ��
I DATE nM
CITY OF ORONO cALLED IN ��/
INSPECTION TIC scHEaiLED _���PL��— 1O
PERMIT NO. ��`�' COMPLET
ADDRESS ���D ��-��_ i
OWNER TELEPHONE NO. '
CONTRACTOR
_ _ . �
�'' DESCRIPTION
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� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINC,
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
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v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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_
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2 O'WNENlCOI�fTRACTOR TO MEET Y�OU: YES_NO
� COMMENTS:
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O INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
CsN for the nsxt inspection 24 hours in advance. (952) 249-4600
on site:
Inspector.�r'. � j�...
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Q �T E TIME
CfTY OF ORONO caLLED IN 7 '�`7 ��
INSPECTION N TIC � SCHEDULED lOC� - —!b �
PERMR NO. LETED
ADDRESS �
OWNER TELE E NO � �� �
CONTRACTOR ,
� DESCRIPTION w� ���L"�-'��
l~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
_ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
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V BEFORECdVERINf3 PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pF{OTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REWIRED_CALL TO ARRANGE ACCESS.
Catl for the next inspection 24 taurs in advance. (952) 249-4600
OwnerlContraator on site:
�
Ins �
CopYAnspsctor's Flle C�nary Cop�rlSiM NoNa
�� �� DATE TIME
CITY OF ORONO cnLLED IN �
INSPECTION NOTI E 3 SCHEDULED �
PERMIT NO. � +�J� COMPLETED
ADDRESS S C . �`l� � G��:�
01AINER TELEPHONE '" � I�'�
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� OESCRIPTION ��"� � aT` �, �
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Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
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V BEFORE CdUEi�NO PERMANENT
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR O CI7ATION ISSl1ED
❑INSPECTION RE(]UIFiED.CALL TO ARRAN(iE ACCESS.
Ceq to�the next inspectlon 24 hours in advanoe. (952) 249-4600
on sN�.e:
�� ��..-
CopyMnepector's FlM Camry Cop�NoNa
� C�� �ME"
� DATE
CITY OF ORONO CALLED IN ��
INSPECTION N hC�� O���HEDULED '
PERMIT NO. �� COMPLETED
ADDRESS �
O'WNER TELEPHON . " �
J
CONTRACTOR
� DESCRIPTION � �
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(i
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAtNT
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❑INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS.
csN tor u,e next inspecaon 2a taurs tn adiranoe. (952) 249-4600
on/site:
inspeetor: ���`
WMN CePYMspsctors FlN . Canary CopylBib Notie�
��2 ;
��� DATE TIM���'
CITY OF ORONO CALLED IN `
INSPECTION NOTICE L scHeou�e� �7 �
PERMIT NO. =��-' � �����`�' co PLETED
;
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ADDRESS ��� �; �_ �/ ;�n��� ��� � �
OWNER TELEPHONE NO. ��� '� �� ��'�I��'�'
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� DESCRIPTION r ��j� '� ����� ����� 'o '-���
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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
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J
❑ DEMO-SITE ❑ SEPT C INSTALL
2 01NNERICONTRACTOR TO MEET YDU' — _NO
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V BEFORE CONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS_ p pHOTO TAKEN
INSPECTOR WILL REfURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Catl for the next inspection 2a hours in advance. (g52) 249-46�0
OwnerlCort or n ite:
Inspector. �� ���
White Copyllnspector's File Cenary CopylSite Notks
�� ✓
S �ATE TIME
CITY OF ORONO CALLED IN �
MISPECTION NQ�ICE _m� SCHEDULED g� �; .3O
PERMf T NO.oc c� /�i MPLET D
ADDRESS �5.�
Q�WNER TELEP �OI�E NO��a-3� 3 —�.�
CONTRACTOR ��dLS �m
� DESCRIPTION ���"�"'�
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� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINC/FILLING
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ tNSULATION ❑ WOOD BURNERIFIREPLACE ❑ COMPLAINT
� �FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP
4�1 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
i OMINEIIlCOI�RAACrOR TO MEET YOU:_1/F$�_NO
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V BEFORE OO�VERINO pERMANENT
❑CORRECT UNSAFE OOND1710N WffHIN Ha1R3• p pHpTO TAKEN
INSPECTOR WILL RETURN
❑8TOP ORDER POSTED.CALL INSPECTOR �pTAT10N ISSUED
❑INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS.
ceM br n�e next inspect�on za noura tn aanance. (952) 249-4600
on site:
�: � ��- �
WMf�CoPYM��FlN C�mry Copyf8lb Noqe�
The Gregory Group, Inc. INVOICE NO. 84897
d.b.a.
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 p Denotes Wood Hub Set for
excavation only
�u r u p��a r� �;,Y�1 1`�`���� � \�_� Denotes Existing Contours
` �03° �.
�- 1030 a � � ♦`i Denotes Proposed Contours
i � � '��---__ 9,�°' �3o i o30.2 Basis for
� 1 �-� I�Z x000.0 Denotes Existing Elevation
- Proposed Walk Sketch � � '� � ° bearings is
� �� t,e o
�// � Meet I ��e 1 assUmed 000.0 Denotes Proposed Elevation
N ° �Existing �� � �o� � \ Proposed Ret.Wall
N � 9 � � ° Remove Welk �- Denotes Surtace Drainage
6 Meet Ex�st�n � Remove walk&Add Ste s
, STONEBAY BUILDERS LLC � � 1� � � Ib2 �9 0�� a p NOTE: Proposed grades are subject to results of soil tests.
tw1029.0 Pro se
� Uw p � tw1028.5�� po d building information must be checked with
L�ght �� � � k \ �� -'� � Meet approved building plan and development or grading
Property located in Section 33,Township 1 I 8,Range 23, Po% � - 2 1027.3 ;o �o2e.2 � a i o�9.3 I 029.5
� Hent]e lI1 COUI] ,M1ririeSOta � � � � Existing plan before excavation and construction.
P tY Boulder Wall � 1 i a Proposed grades shown on this survey are
tcc ��` � l 025.0__ �p f o p o S e d �/�/EST 72.00 �O27 _-��2 �°2g. a interpolations of proposed contours from the
BeriChm7tk:I11VeYt Of S3riit3ry M2Tlhole#3 IOCSteCI Ori /CT/3.Q2 bv�2 � �� � � S i d e w a I k�-_+ �� - -� / drainage,grading and/or development plans.
the centerline of Kelley Parkway 550' rcc po� �q 9• � �_ � � , � - NOTE: The relationship between proposed floor
l O l B.66 � I � ��� �2S � � --_ ,- 02 elevations to be verified by builder.
West of Lot 4,Block 1,Stonebay Sth ` � � � �io e c k -- i � ��_
De �
Addition. � ioie. `� ��� 2g`� �O2o27.e / loio2.a �o27.e I \
6 �� Deck '-
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Elevation= 1009.23 \ i � �� 012'0"o 0 12'0". _ 12'0" : � �
, I �7/W � '`� ih 12'0" 2•� M 20'0" p \
� I 1025.0 2���� M \ � ,2�0,�o
osed Wall � � �022.3 .�' M 12'0"
� � 8/W 102�, � ��
Deta�l � � �� �8"cant
� I � I l 8"cant.
t" � � �� ;' Q� Top of Block I 028.3
ioi�.99 � �� � o ��`G �` , � o� ee
No Sca/e /�� �� \� � i �� � e ��v�`� ����� \��� a ;j���o_ etail Garage Floor I 020.0
� � � = o � ��h JT2_ N � Lowest Floor(house) I 020.3
�� �� � m / H �-
�� � � � � � FUTURE
�� � O j ,p_ I
t"' �� Top 3pikeZ m Z '-�- o
ioz�. ���1017.7� o 1019.3 o i 20.7 I °' ,°;
/ � � _ � lO19.3 � � N N !O19.8 24'0" - __� �
rw tw tcc pc ���� 24'0" '
b 1027. 1027. lO17.50 �\ �1 k � D e c k -� D e c k � �k � 0 1 � 4� ••
l 023. 2 � � = �� .
'�\ �� _ I 020.0 /020.0 0 �� l 020. � � `\ o D e 2�\ �
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� N � io2s. �`o ' � V�IEST 72.00, N Top Spike � � � ��___ \
� � tcc cb � b� � ol �1019.0� u� � N R�s�ers �
� �� Top Spike �
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3 ioi�.s2 � 1018.40 N �6- � `
Window Catchgasi �� �� 6� �
` Window �2b nm I ��_ �� �6 u r b cc poc r� po� � The only easements shown are from plats of record or information
�� i0/7.02 ! �6� - -- i0i8.29 �8 gq provided by client.
� �/ � 101�34 i 0i a 85 � �o�9. I certify that this plan,specification,or report was prepared by me or
•`� � � � le / under my direct supervision and that I am a duly Licensed land
* � V'" �t � / � �O,.�f e ��rG �� Surve yor under the laws of the State of Minnesota
_,,;/'< <� �I
c� �� � L�_ �t(, 5and 5 ,� Surveyed this 21st day of January 2015.
�c� v ���1 , ' �lot K) _
Lots 7, 8 and 9, Block 2, STONEBAY, �a���� Y/ CITY OF RONO
Hennepin County, Minnesota _f� � S��P� Signed
��'NG Gre go ry . asc ,Minn. Re g.No.24992
E���` ��ov�o �� wat�
❑APPROVED WITH REVI�uION$ Rev Drawn By � ,,�,,,,,�,,
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Lvts -�. S and 6, i3ft��:k ?, STUNE�-3,��". I�ECEIVED _. _ -- – --- --- -. ______._
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E-��ni�c�pii� �'c�unty, ?��innesc�ta. n ;— --- -- -- , .--i
MAR � 1 2016 � __-- __ —_---_�.—.��;ie N�,±,�,�
�` _ ----—
- -- �ITY !__ --- - --�- ����'+�N'T72d L_
STONEBAY BUILDERS LLC The G�•egory Group, Inc. INVOIGE NO. 84616
d.b.a.
Property iocated in Section 33,Township 118,Ralige 23, F.B.NO. 1083-42
LC}T SURVEYS CaMPANY
Hennepin County,Minnesota Established in 1962 t SCALE: 1`� - 20'
Benchniark:Invert of Sanitary Manhole#3 located on LAND SURVEYORS ���� � Denotes Found Iron Monument
the centerline of Kelley Parlctivay 55U' REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA �O� O Denotes Iron R4onument
West of.Lot 4,Block 1,STonebay 5th 7601 73rd Avenue North (763)56�-3093
p De�otes Wood Hub Set for
Adaltiori. Minneapnlis,Minnesota 55428 Fa.e No.56U-3522 excavation only
Elevation= 1 OD9.23 �11 r lr L 1��8 /� (� �r�i f t r�i� ����_,� Denotes Existing Contours
� �
�
�p3�'� � ♦�� Denotes Proposed Contours
a Basis for
O`g�� �3�.2 'o bearttlgs i5 �'�v0.0 Denotes Existing Elevation
� I
3SSuri7ed ODD.O Denotes Proposed Elevation
�
/ -�.�-- Denotes Surface Drainage
� a ° NOTE: Proposed grades ara subject to resulis of soil tests.
a Proposed building information must be checked with
� ` approved building plan and development or grading
a 1029.2 kJ02�a7 plan before excavation and construction,
� �OzQ•5 Proposed grades shown on this survey are
° � �� , � o �l a �2g � interpolations of proposed contours from the
a d���� � a ^ , f�I9 5 T ike � ; draina e, radin and/or develo ment lans.
. _ � G op Spi p p P , � 9 9 9 P P
- - - �\ � �_ - ( : 1029.4 p : 1 29. 6 � � � NOTE: The relationship belween proposed floor
`�/p�� � \ � a . c��6.b � elevations to be verfied by builder.
i��/ o o .�.o Q
` `}-� � � 9 02?./a �
` I I ��� _ lC3U.3 � a 1030.3 _ � 1030.� o
- , -� \ porcG�2`s -`ae, � °DPorc,h � �� o Pprch �0��� �o Lots4� 5 �'' 6
� � �-��.004. � .... i ... °i.... ...w .�� ; �
.. . ... .. .
� TO S � e ��,, . 12'0"° 012'Q"� �-15 Q 'hy•Aop S ' A �Z- I 03 2.48 proposed First Floor
\ / t. ,.�c+12'0"� - :, �'�'c �
p A� 12'0" M � 20'0' ;n . v?� � . � \ R
1 5.4 \ 2'0" `- -�_ _ - � 2,�„ � �Q027.34 � I G30.8 proposed Top of Block
�
,� � - � 'D2''� 1027� ` \� �,�N� �, � I U22.5 proposed Garage Floor
J< r� � �-/p�6 lC2�".6 \ � a� � �i
., �V �� � _ ` � �� ��s ° 1022.8
i � � F,•opose:d 11�al; � x r_ �e>
O o i B"can.. � O
� � � Proposed Lowest Floor(house)
� ` .' � / \ � ! tw (027.0 ``___ _ p � ) a
' V- � � v bw 1025.0 � �.� Type of 8uilding
; � � - cfl � Tuckunder
� � 1 �---_ �8"'��r'. PROPOSFD �St}FL�DJNG r �
� � ����' ' �0 � I� lO?_?.E �l
G �' fi � �� r- � �' � � ,0�.
a
[J � '� �'--_, � � ��'\ �� t���,,;b�„t Nardcover for Loty 4, 5, and 6
�C`�;� � ���`\ _ � r�/ VJ�� � ��✓� �' Z ---� / i c�z�.aa Lot area _ 4,680 sq ft
�u� ye �'� � -�a ` �o� � x BuilcJtng - 2,9!6'sq ft
��. , x < <4� ,024.�
� � `�` -� . i�22.s c � _-�� �o2s.2 Decks 435 sq ft
��,z�� \ ... ���` 4. �� N 24�0�� � PO!"ChP.S = 480 Sq {t
..... ....................... .
. 4'0" �l3,pQ
Top Spike I ....�`.i. . o \ ._................. :. .. .... .......,��b _---i0�4 Sid�walks = 72 sq ft
- - - - 1019.83 J �� �. _ w D_c k 06� o n��k o i _ D�_k_� � To S rke Dr'�veway = 88 sq ft
oo»--�----� -o I A p• t;,c Tota! 3.991 sc� ft
�- \ 1 0 / ;/ 7 � � � i f024.21 =
� � � � � �v`'.6� Percertage E35.53%
� �
'_' � `� - �o2z.� � : WEST 7 � : �c72z. -
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�� � " 1' /0�2. � �\: �_
` `� � � �. I , Catch B�Sir
f� 's
� � ��; 7op Spike � Top Spike ? i ; The only easements shown are from plats of record or information
rcc poc icr. oc ��.-�o � t021.02� � 102l.99 ��;�`,p� � tcc cb provided by client.
u r b /�/8.29 /O r B.94 �' P• O � • ! ``'- 1022.67
p` � � ' t�G I certify that this plan,specification,or report was prepared by me or
�.85 tO/��/ �..,_c p J�� i o22,00 under my direct supervision and that I am a duly Licensed land
Surveyor under the laws of the State of Minnesota
� , �020.�� C't"G��i Surve ed this 20th da of November 2015.
CITY F 5and5tone y Y
0 dH0 � K�
✓ 51TE PLAN GRADING PUN (QU�l o �d`jO-Q,j��S
❑�ROVED Signed
�'APPROVED WITH REViSIONS ��CEI�(�CC� �psf,� c�,'nJ
V/ c..)1,9c.r `C7�� � Gregory . asc ,Minn.Reg.No.24992
� ���PP Lots 4, 5 and 6, Block 2, STUNEBAY,
MAR � 12016 Rev 3-8- ! 6 rc osed contours Drawn By � ��,n
BY Herulepin County, Minnesota.
DATE `� 6 ��QF���y� File Name
, sb-4-5-6-2inv84616.dwg
! E n�
Foundation As-Built Survey For: The Gre�ory Group, Inc. INVOICE NO. 85286
STONEBAY BUILDERS LLC d.b.a. F.B.NO.
LOT SURVEYS COMPANY �.������"�°����
Property located in Section 33,Township I 18,Range 23, � '��s '""'� SCALE: �" = 20�
Hennepin County,Minnesota Established in ]962 �
Benchmark: Invert of Sanitary Manhole#3 located on LAND SURVEYORS QF t� � L�" ' � • Denotes Found Iron Monument
the centerline of Kelley Parkway 550' REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA O �enotes iron Monument
West of Lot 4,BloCk 1, Stonebay Sth 7601 73rd Avenue North (763)560-3093 ��"� ��`-Q'��� ❑ Denotes Wood Hub Set for
Addition. Minneapolis,Minnesota 5542� Fax No.560-3522 excavation only
Elevation= 1009.23 I ��\�_� Denotes Existing Contours
�uruP��r� C�"Pr�ifirtt�P
� �`i Denotes Proposed Contours
Basis for
o ��, beal'lilgS 1S x000.0 Denotes Existing Elevation
��29' \ assUmed 000.0 Denotes Proposed Elevation
�-- Denotes Surface Drainage
"As-Bui1t Elevations"
� °a Top of Foundation I 030.8
ao a a a
4 � Q � Basement Floor I 022.8 ± (not poured)
--� � _ __ WEST 72.00 �Z Garage Floor I022.5 ± (not poured)
� a
( i I � � Top of Footing I 022.43
� � d� �
� io3o.a � o �
. . . ........... ............ .
� R �
� \ 1030.8 � 2' 'o 012'0"0 0 12'0'0 /030.8 � a�
,0�� �,i 12'0" `� `� 20'0" `� 2'0" d � �
l 030.B � —�7
� � l 025.9 � c �
>� r� l 025.9 � ° �
�� i l 023.8 � �
o m O !030.8 a
' � � a� � O l 028.8 °�
1 � � � FOUNDATION � �c�i �
� � m ONLY `° CD
2 �p �
� � l 028.8 Top Poundation a
7op Foundat�on �---- � Y� ri !t Q ��27.8 Spot Elevation(typicaQ
Spot Elevatron(typrcal) l 022.8 Z �' �� Z
l 027.8
l 025.8
� � � � � IO2Z.B 24���� �N �L4�O�� N Z4�O�� � IOZ2.B
.................. ............................... � ..............................
� � � ��
- - - � - - - - � � � � �
N � �� � '-- ti WEST 72.00 — ��
� Rise�s � � \
� The only easements shown are from plats of record or information
�r b Catch eas�n provided by client.
I certify that this plan,specification,or report was prepared by me or
under my direct supervision and that I am a duly Licensed land
GI r//I v Surveyor under the laws of the State of Minnesota
e ► �- `- Surveyed this 16th day of June 2016.
5and5tOn
���tlot K�
Signed
Gregory . asc , Minn. Reg.No.24992
L,OtS 4, 5 and 6, BIOCk 2, STONEBAY� Rev 3-8-I 6 ro osed contours orawn By ,7��;
Hennepin County, Minnesota. File Name
sb-4-5-6-2 i nv85286-fo u nd ati o n.dwg
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To: Finance Department
From: Christine Mattson, Planning Assistarrt �
CC: Street File
Date: April 25, 2017
Cs/L: 101-22205
Re: Escrow Refund
Building Perm�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 refund 2016-00303,2016-00305,2016-00307.docx