HomeMy WebLinkAbout2014-00826 - pool * ' CITY OF ORONO * z 0 1 4 - 0 PJ S 2 6 *
2750 KELLEY PARKWAY DATE ISSUED: 08/13/2014
ORONO,MN 55356-
(952) 249-4600 FAX: 952)249-4616
ADDRESS : 4315 NORTH SHORE DR
PIN : 07-117-23-43-0028
LEGAL DESC : SAGA HILL REVISED
: LOT 000 BLOCK 018
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS
VALUATION : $ 30,000.00
NOTE: SEPARATE PERMITS REQUIRED: MECHANICAL,ELECTRICAL(STATE)
IN GROUND POOL
NOTE: PRIOR TO SE OF ESCROW,AN AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST BE SUBMITTED AND
APPROVED. INIT
APPLICANT PERMIT FEE SCHEDULE 466.75
STATE SURCHARGE(VALUATION) I5.00
PERFORMANCE POOL&SPA
2405 ANNAPOLIS TOTAL 481.75
PLYMOUTH,MN 55441- Payment(s)
(651)731-3940 CHECK 1246 481.75
OWNER
CLEVELAND,BRADLEY&PAT
4520 JUNEAU LANE N
PLYMOUTH,MN 55446-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if constyvction 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.
T'he applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
rev d a ' e for due cause.
'�'S g' 13/I O� � � /��/
Applic t Pe itee ign r Date Issu By Signature Date
� � . �z�{v
� city of Orono ,�5
Building Permit Application �� ( ,
for a Swimmin P 1 �
g o0
! A'`.� Mailing Address: Permit number. �d��'' ��
�O,V�\�, C sBtal Ba , MN 55323-0066 Date received: � � '/
rY Y �S �
� 1 Received by:
r � � ;�� Street Address:
yF �; 2750 Kelley Parkway Plan review fee: d 0/�— �D�Z
� `� ' Orono, MN 55356
��kfstio`��/ �D3 39
_..__.� Total F e:
Main: 952-249-4600 Fax: 952-249-4616 www ci orono.mn.us �( � ��
This application form must be completed in full and all required informa ion must be subm d.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: ,�,"�"� ������F� ��v�
CONTRACTOR/ LICANT INFORMAT ON: ��
Name: �
State License# � Expiration Date:
Phone: �. Zj Fax: ��5� � � �
Address: Cit : r3 ZIP: �''�' �
Contact Person: �- r a -r. ContacYs phone numbe (�E 5' �)"�75^ ��'�d'
Email: ��.;,��;��j,,��J �, ��yv�L/� j,��- Applicant is: ontractor/ fiomeowner (CircleOne)
PROPERTY OWNER INFORN�pTION: �
Name: ��,°� �--t�fiT � t�v'�L�,,�1�J
Phone (day):
Mailing Address: ����i�y"�,f�2 t1 Sa-jOkC` �e.-��� (�,�C� /�� ZIPS���,
Email and/or Fax:
ENGINEER INFORM TION:
Name: �K. C � (�._"r':5
Phone: �, —
Address: Ci : ZIP� `
Email: Fax:
PROJECT INFORMATION:
1. Pool Dimensions: 4.Accessory to: 5. Pool Type: 7.Retaining Walls?
��_X��feet ❑Above ground [�yes ❑ no Height� l'
'� Single Family
2. Heated? ❑ Multiple Family/Condo [� In-ground "A building permit is required
�yes ❑ no � public for any wall over 4 feet in
❑ Other(specify) height measured from the
3. Excavated materials will be: ❑ Commercial bottom of the footing to the top
❑ Industrial of the wall, even if it replaces
❑ removed from site 6.Sewage Disposal& an existing wall.
�used on site ❑ Other: (specify) Water Supply
Tiered walls are considered
❑ Other: (specify) �Public Sewer one wall unless they are
separated by twice the height
❑ Private Sewer of the higher wall.
Total Cubic Yards
❑ Public Water
❑ Private Well -
Estimated Construction Value $ �
Packet Last Updated: 0329/13
Page 19 of 21
REQUIRED SUBMITTALS:
All of the information must be submitted in order for our application to be processed:
Not
Enclosed A icable
❑ ❑ Permit lication
❑ ❑ Plan Review Fee
❑ � Pool Plans
❑ ❑ Surve includes radin lan
❑ ❑ Hardcover Calculation Worksheets
� ❑ Erosion Control Plan or co of MCWD Permit
❑ ❑ Se tic S stem Certification
❑ ❑ Wetland Buffer Im rovement Plan
❑ ❑ Escrow 8 Escrow A reement
❑ ❑ Other
❑ ❑ Other
❑ ❑ Other
❑ ❑
APPLICANT ACKNOWLEDGEMEIdT:
. Agrees to provide all information required or requested by the Planning&Building Departments;
• Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted aSer the
project is complete(induding final grading and landscaping)prior to refunding the escrow;
• 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 altemative
but to reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classfied by State law as either private or
c�nfidential. Private data is information which generally cannot be given to the public but can be given to the subjed of the data.
Confidential data is information which generally cannot be given to either the public or the subjPct of the data. Our purpose and
intended use of this information is to annually update our records and records of other govemmental agencies requir�by law.
If you refuse to supply the information,the permit may not be issued.
ApplicanYs Signature: Date: �/ �
Owner's Signature Date: �����'�'
PaCket Lest Updated: 03/04/13
Page 20 of 21
, �
.
Request for Wetland Buffer Evaluation
PropertyAddress: ��`� I�►���'N �i-1�`�P� �_�1���
Person Making Request: _(�. �,�,���
This person is the:
❑ Property Owner �OwnePs Contractor/Consultant �Other
Company Nam��„^n/��C���oZ �—�/-�
Address: �_�(� ��pj, :�� �►�S�
��1 c
Clfi/:��.�'�� IVV� Zlp: ��'�-F�1(
Daytime Phone:�6�5►e �''�5��'�U
EmaiL I�a I�L�n�l>___r�Co�n.�C�J'��
What work is planned?
I�Y �� ��P�.r�-� R�
�'� � ��� � � _ �'�11 o..S L�''�'1 6�1 �uM�
�`�� ��.� �C.
S gnat re of person a g request
_��1 / I
Date
S�ff trse on�y
Dat�r�c�ived::
0 Two copies of detins�ation
e. � �.. . -
�Two copies af survey
❑7wo copies of MCWD a�ptance �'
Date sen#to enginear
'Date�ngir�eers report received:
:Date�+ngineers repor�farwarr��d to applicant:
Packet Last Updated.• 0329/13
Page 18 of 21
, ��� ���� ��"I��s��,.'�� ��� �F� �.TR��i����s / ���I����.5
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i ' Descriptiot�o#work� �
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; Septic re�rtew b�ti `��'' ^ Da�e Approve�4:
�
'� Zonir�g revi�w by: Da#e kpprovetl: �'��' '�� "
; �uildi�g revi�w bq: Date Apprarred: g '"�'Z.�- ��� �,
` Grading revtew by: " D��e 1�pproved� �1��� ,
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.
� - Zaning D�strFct: ° Zoning Eile#: R�o#c Reso Date;�
i
� 2oning:Lot Area:' SF!AC '1N�dth: �.ofi Coyerage; SF _%:
� Survey Sabtr►i�ted: ��s Q No Date of Surve�:�' ��° ��` Revised date(?}:
�
; P�_ osed Setbacks: . ,
I F t(Lake) ' R r(5treet) ( N S E �N ) ( N S W 1 O#her Build�ngs Wetland '
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, � Side Si�
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� ; Def�ned Height: Peak=Hei�ht �FE: �'�'E minus�feet=�,�(Existi�ag Cont�u�r)`.
� Perimpter(linear f�et}= 5Q%= #of Staries Ok? G YE�
�'OR A 9UfLDIPIG WITH A BASEMENfi OR,C'RAWL SPACE:
' The distance between ihe Faw�t F�R A BWLDIWQ ON A SLAB�OUNDA'T�ON,
8TA#�i�LVItH prop�l fl+oor(ot�e'k�ment ot crawl � �, � � �
apac8)and the,tiigf�t poin4 af the roof: - -�' START WI'IH R The'dis�nse be4wQan t�e�p of s .arltl '
p� ttte higlieat poitrt of tfie roof.
ff you have a�... ` ��' � � IF you hav9 a... :
• �� GAIBL@ OR tiiP � �� • GRBL-E OR,HIpPED ROUF(no _ ;
; windoxrsy: , wintlov�): Sub�act haif#�e distanca,
� clistance bet�N � between the'high�t point of th8 roof i
�� �� of tF�e roof tQ tl �� • � � r - ta the lt�w� iM of ffie co
� $UBTRACTION �K��dingi SUBTRAC7'!ON 9able or Mip�ped rbaf' ��n��;
� (�BPcSFD ON ROOF . . (`,q�(.E OR FlP� (BA9€D ON -. GABLE OR:MIPPED ROOF(with
� � ' -�� '.. � `� � ��� wtndo�ps): sua� �, � �ioaf�reE� �� ` wrndov�} su�traa�rc�►e d�#ance;
( � tlista�betr✓e�, } bet+A+een me bop ar me nipnest �
higNest wirnlow an, �p`��� ' window ar�tl tlte highest�iht of the
i � _ pc�ht of;t�terocf r', ��" , _-_' s . LLf QTH�R ROOF TYPES`fl�,
� � AI.L�071i�R 1200 � � �'�> � � �
� • maneard,etc):Nqsy, � criansa etc:No ubtractlon.
I , ADDITION Add the distance befiaeen the top Of sl�b
SUBTRAGTlQN Subtt�aact the distance (BASED OP1 `"' and the high�t ex�tin�grade atljaa�nt to;
I (13ASfD ON DQS`TING basemerrtTcaawi spac�ftoo�and the EXI5TING, the towndatlon.
� GRADESY,: , high�t existing grade adjaceet to the ;, ORADES
toundatlon qR 10 feet(wh)chever(s less). EQU S Qeflned�buildtng height
�
.
I� Ei1UAL.S : Deflned bullding helg
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� Shorel�nd.D�istricf ' MCWD Pecmi#Receiv�d Riv�r� e Lak��h�re.Serback Me#� �luff
� Yes !� No G NJA ' �] Yes No '
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I� ,Stor�t�rafier t�ualiiy �ctsking P �posed
Ov�Na District'#'�er Hardlcover Ha_rdc�xer ���ance R�quired CUP Required
���
: �2.�07� � Yes : o � Yes' No
� . ��t��� TYP�(s): TYAe(s}: �
Updat�: January 2Q13
� ��� ` �
v:\fbnnslpl�n t�eview checklist 2013.doc�c
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Est�matetl Constr�uction Yalue: �; _'"�„��� -
: Orano Insp�ct�ans l�i,equit�t! 11'�ork R��iring�e+p�ra�t�R�rmits Required:S�te Pe�rdts .
� 5ite ° � � �` C1 Plur�l�g . - ` � Grading r F�Iling . fl W�#I, ,
��k ard�verrREmbv�l char�ical ,. Q��ire Etectrica) '
ooting �I:Sep�ie G Water Connection _
Ct Aotaretl'V�liali , < � Fireplace � : Q �ewer Connectior� . ;
t7 Fot�ndat���r 3c�nr+ey� t� Masonry 4 � Lav�n 6rrigation - _ �
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R�IYIARKS (in-f►ou.seJ� ��
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�, `Otlter Review: Reviewed by. '� aate hppcove►d:
�iccess.' , Ez�sting: � YES G f�0 , ` New: t� YES L'� N4 _
4�FtCtAL R�MAR�CS-TQ B�N4"TED ON PERMlT AND�N�1"tALLED . ,�� C��G�A�� • `
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XFINITY Connect Page 1 of 1
XFINITY Connact KenRoncbng�cnm�astnet
font Svc
._ _ . .. . . . . . . .. . . . _ _. ... . . . __ . .. . . - _._
RE:Clerela�survay a�h[
From:7heresa Ze1G/<TZebY����aeeka9>
Subject:RE:Oeveland survey and hc
To:KenRonsbeg�.�
Hi Ken,
We aiready issued a permi[I3-191 for the home construction which showed the swimming pool on the plans and it showed that sitt fence was installed around that area. You+
Thanks,
Theresa
From:KenRonsberg@comcast.net(mailto:KenRonsberg@commst.net)
Sent:Tuesday,April 29,2014 3:48 PM
TO:Theresa Zerby
CC:Brett MacNally
SUbjeCt:Fwd:Cleveland survey and hc
Therese,
This is a new projed in Orono.
Are we required to get a permit from MCWD for this one?
Please cali with any questions
Thank You,
Ken Ronsberg
Lay-Out Engineer
Performance Pod&Spa
(651)775-3940
_ .
From:"Dan Mulrennan"<mulrennan@msicustomhomes.com>
To:;^:eriRonsberg.Ccomcast.net
Sent:Tuesday,April 29.2014 10:58:37 AM
SubjecG F�N:Cleveland survey and hc
Ken,
Finally,attached is the updated survey and hardcover calculations for the Geveland project. Let`s get this moving.
Let me know if you need anything else from me at this time.
Thanks,
Dan
t'1ViSl�
MSI CUSTOM HOMFS,LLC.
1511H Stonc Ridgc Tracc.Na�vata.MN SS3J1
mylrenr�n�lms.ku�omt_�ne��m
PHONE(GI2)BG7 59i? .
FAX 17f,3)jyl(,119
�'����.our dcsigns zi:�_:r::.m�¢usto�hcmes.ccm
(3uildcrs Liccnx'[3C(3)727
From:Mark[mailto marka,H•qronbemassa.coml
Sent:Tuesday,Apri129,7A14 10:12 AM
To:'Dan Mulr�nan'
Subject:develand wrvey and Ix
Here is the revised survey and hardcover with the new pool.
_
� �
� Imape001.gk
i,��� 4K8
o»!xru•c
http://web.mail.comcast.net/zimbra/h/printmessage?id=254923&tz=America/Chicago&xim=1 5/3/2014
Christine Mattson
From: Christine Mattson
Sent: Tuesday, August 12, 2014 2:52 PM
To: 'Dan Mulrennan'
Cc: Melanie Curtis
Subject: 4315 North Shore Drive
Attachments: updated escrow agreement 4315 North Shore Dr.pdf
Hi Dan,
Enclosed you will find an updated escrow agreement to include the pool permit and land use application for the
Cleveland's at 4315 North Shore Drive. Please have the property owner sign and return at their earliest
convenience. No additional escrow money is needed at this time.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 55356 (physical addressJ
PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ
�' 952.249.4620 �3 952.249.4616
� cmattson@ci.orono.mn.us � www.ci.orono.mn.us
Summer Office Hours: (Monday, May 19 throuqh Friday,Auqust 29,2014)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 1, 2014
1
� ' City of Orono ���� ���
�o%vo Hardcover Calculation Works �
�\f� ` 1 Property Address: �
�: , ;� `�.�/S yaR rN .TNPRC= �.e�v� (tir s1' cysTdn, yaar�s
��,;,���,,�, ; Prepared by: GRt�.a.�'�ErZ G {i9 S�'Dc/.fTE.3'� i,a,�c'. Date: .,�.�e—�,y� �"�.
'"�.-5�..,��f'
Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 5
8- �_,y
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are
intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify
any features by letter which are split at the 75' setback line and calculate hardcover square footage
se aratel for each ortion.
Key to Hardcover Item (Describe) Length x Width Total
Surve S uare Feet
Exam le Gara e 24'x 30' 720 S.F.
A � ' S S.F.
B �e� �D A p S.F.
C �,c Y S.F.
D Ro,�r S7 r��► Z 2 S.F.
E GvAC/ / 7Z S.F.
F � S.F.
G / � �►� !S S.F.
H � � S.F.
I 3/5 S.F.
� E .f S.F.
K ,� ,� S.F.
L i� !Sy S.F.
M .� �o S.F.
N .t k.� � ro�,� 3 Z s.F.
O ,S'/DE.cv c �.��' � !6 S.F.
P k'� �',�.�.r �� e�'f=,�.. c -75 ' S.F.
Q " a �E�S' /�-� ' . 2 S.F.
R � c 33 S.F.
S TGoP F.f T �; .a" S.F.
T ���.:? 1 �.� : 7' r2� G - 2 8 S.F.
U � .� S.F.
V �, ., „ ,3 S.F.
W a r� �� � S.F.
X ,r� / t.f7'� p S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover /7 90 S.F.
Excludable Hardcover See Cit Code Sec 78-1684 :
i a• -7' ' 2 / �.� S.F.
S.F.
S.F.
S.F.
S.F,
2 Total Excludable Hardcover �,,� S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 !7 7 S.F.
4 Total Lot Area E X C t t.�,�.��v o, .Q , f `� E T. ?c�r �%'4 c•�
Proposed Hardcover Percentage [(3)i(4)] 12�, �t, � °�,
�_-----m..,_�..,..��!
January 8,Z013 All� U � 2014
CITY QF �P.ONO
�
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. Specifications and Dimensions for:landy PHP/PHP�Pumps *
.
Dimensions for Jand PHP/PHPU Pum s
MODEL NO. H�P VOLTAGE AMPS PIPI: I CARTON - •
SIZE WEIGHI' A B
PHP.75 .75 115/230 6.0/72.0 2" 4216s. 26'�y" 26'h"
PHPI.O (.0 115/230 7.2/14.4 2" 4416s. 26'/„ 27"
PHP1S LS IIS/230 9.2/IS.4 2-2%:" 4916s. 27'/," 2S,/."
PHP2.0 2.0 230 I0.5 2-2'/," SOlbs. 28`�y" �7'/."
PHP111.0 1.0 115/230 6.0/12.0 �" 4216s. 76'�a" 26'/x"
PHPU1.5 1.5 115/230 7.2/14.4 2" 441bs . 26'/x" �7"
PHPU2.0 2.0 115/230 9.2/18.4 2-2'/z" 4916s. 27'/." 23'i."
PHPU2.5 7.5 230 10.5 2-2'/:" 5216s. 28'�y" �7'/."
PHPU2.0-2 2.0 230 2 Speed 3.9/3.I 2-2Y:" 56Ibs. 2S'/x" 27."
PHPU2.5-2 2.5 230 2 Speed I0.6/3.2 2-2'/x" 63 Ibs. 29`'�" 28'/."
When installing pump, leave a minimum of 2 ft. of clearance above
the pump for removal of strainer basket.
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Head
Full Rated (PHP)and Up-Rated (PHPU)
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90 �� � 40
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Flow(GPM)
•
2004 Pool and Spa Products Catalog �dy
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��Speci�i�t#�Qns and D�rnensior�s,�;DE�.�4�;ar�c�TD�Lb���i�t����� , �,;;; ,
_. . � �+.,_, ��:,� ._, . __ . .
s �p���a�s�r�'�,���rries 1?�.�i�t�xs
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MODEL NO. DEL48 DEL60
Filter Area 48 ftz 60 ftZ
Design Flow
--" Rate 2.00 gpm/ftz 2.00 gpEn/ftz
��25��
Maximum Flow 96 gpm 120 gpm
Six Hour
Capacity 34,560 gals. 43,200 gals.
Eight Hour
Capacity 46,080 ga1s. 57,600 gals.
Maximum Working
" " Pressure 50 psi SO psi
D.E.
Required 5.O lbs. 6.O lbs.
� 18'/z"
10'/2' S�PP�g
I Weight 951bs. l O l lbs.
Height("A") 41 inches 47 inches
Footprint 25" circle 25" circle
Distance Between g �ches 8 inches
Inlet and Outlet
2004 Pool and Spa Products Catalog �dy
VO/L�/LUU4 t'1(1 1'J;JO 1'H9 OVl J!J JU�J �UVel'S1,i11'. ��/���Q✓� �J UUL!VUG .�
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Dace: January 8,2009 '
7'0: To Wttom it May Conc�rn
From: Narold Ftog�rs,V,P.Sales
Re: Cov�rstat safety cbvers: Ul and ASTM standard F 134691 for safety covers fot swimming pools
All Caverstar covers fully ce�t�ed by UL and meet tho ASTM sfandard for safaty covers as specified in
ASTM standard F 134fr91 when th@y arc installed and maintained properly accarding to the installafion
and homeowner instrvctions which havc becn pravid�d by Coverstar. 4n severef different occasions,tho
Coverstar covers,both automatia and manuai have heen tested by independen#testing laboratorios and
have always been found to b�in compliance with�II the ASTM requirements for safety covers. Our oovct
is also listed by.UL(File E164833)and classil'icci by tli..as a power safety cover in accordance with
ASTM F 134G-91
!f you wish to verify eith�r of tha Ul.certifiGatlans,taks the following steps: , .
C3o to v�.,ww�,l�cq�v
Qnce there click on SearCh Ul..eom
Glick on(Jiil,i�i�:.(;,ci_tifir��.c.�,,ti L�!:.�;��i�:
Under Gcneral S�arch click on UL File Number �
Typ�in E184833 and hit enter .
You shot�ld now see Goverstat's listings. ff you have problems,yau can also sea�h by company �
nr by Autornatia Poai Covers
If more information is required abput ASl'M and its standards,you can go to theit wobsitE at
, .�stm.orn.
Shown below is the Ul.authorized label thatls attached to the automatic cover system that we Shlp.
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If you haue any further questiqns about our covers,the UL certifrcations or ths l�STM standards,piease
calf or Email me.
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�OVERSTi�R lNC. 7795Wesi.200 North.Lindon.U78Qtl42 Phone$00�17•7283 Pax 801•373�5095 Em�il lvc(„Lcoverstar,com
�/� �� DATE TIME✓
CITY OF ORONO � CALLED IN �� �
INSPECTION N CE SCHEDULED •'�'�/ �
PERMIT NO. ' COMPLETED
ADDRESS� a �S�O���,Q
OWNER TELEPHONE NO. �=�7���
CONTRACTOR �"� ���
� DESCRIPTION
t~y �.EOOTING ❑ LUMBING FINAL ❑ EXCAV/GRADING/FIWNG
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL � TREE REMOVAL
Z p INSULATION ❑ WOOD BURNER/FIREPLACE O SITE INSPECTION
Q p RADON SLAB ❑ WATER HOOK-UP ❑ PROCaRESS
� ❑ FINAL . ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL � FOUNbAl10N/REMOVAL
� OYYNER/CONTRACTOR TO MEET YOU:_YES_NO
«� COMMENTS:
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W ❑WORKSATiSFACTORY:PROCEED ❑PROJECT COMPLEfE
� RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cali for the next insp�ction 24 hours in advar�ce. (952) 249-4600
Own /Contractor on si .
Inspect . ` w
White Copylinspector's Flle Canary CopylSke Noriee
3 _
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`----�.` CERTIFICATE OF SURVEY FOR
MS1 CUSTOM HOMES
IN LOTS 9-12, BLOCK 18, SAGA HILL REVISED
ff.CS HENNEPIN COUNTY, MINNESOTA
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IVO
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-- \ 12.1 \ \ \ WHITE LOCUS
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LEGAL DESCRIPTION OF PREMISES : (from previous survey, verify with title description) \� \\ \ \\ \A\� \ \
That part of Lots 9, 10, 11, and 12, Block 18, Saga Hill Revised, which lies westerly of the following
described line, and it's extensions: Commencing at the point of intersection of the West line of said
Lot 9 with the shoreline of Lake Minnetonka; thence on an assumed bearing of North 1 degree 53 ® \\ \�\ \\ \\� \ 0 20 40 80
minutes East along the West line of said Lot 9 to the Northwest corner of said Lot 9; thence j \ \ \
easterly a distance of 233.50 feet along a curve not tangential with the last described line, said
curve is concave to the South, has a radius of 1043.00 feet, a central angle of 12 degrees 49 \ \ \ \
minutes 37 seconds and the chord of said curve bears South 76 degrees 05 minutes 32 seconds
East to the point of beginning of the line being described; thence South 11 degrees 05 minutes SCALE (N FEET
18 seconds West to the shoreline of Lake Minnetonka, and said line there ending. \\ \
o : denotes iron marker
(962.5): denotes existing spot elevation, mean sea level datum
— 972.0 : Denotes proposed spot elevation
-- 962 — denotes existing contour line, mean sea level datum PROPOSED ELEVATIONS (PER ARCHITECT)
COS Denotes proposed contour line
Bearings shown are based upon an assumed datum.
1) GARAGES = 972.0
8111111
noc This survey shows the boundaries of the above described property, the location 2) MAIN FLOOR = 973.0 RECEIVED
of four existing buildings, and the location of all visible "hardcover" thereon and
the proposed location of a proposed house, garage, driveway and other improvements. 3) LOWER FLOOR = 962.5 11 7 3 2.014
it does not purport to show any other Improvements or encroachments.
3
4
4
REVISIONS
BY RFMARKS
3 REVISIONS PER CITY LETTER ESIGNE
I hereby certify that this survey, plan, or report
DATE
7-30-13
�
W
�DATIF
REVISED HOUSE POSITION, HARDCOVER
Q
SCALE
0`
6-24-1
7-26-1
POOL, PATIO ADDED
JOB NO.
7-31-13
SHEET
REVISED POOL, TERRACE
DATE 7-17-,1 MINN. LICENSE NUMBER
1-30-1
4-25-1
6-9-14
7-17-14
it does not purport to show any other Improvements or encroachments.
3
4
4
REVISIONS
BY RFMARKS
3 REVISIONS PER CITY LETTER ESIGNE
I hereby certify that this survey, plan, or report
DATE
7-30-13
was prepared by me or under my direct supervision
REVISED HOUSE POSITION, HARDCOVER
and that I am a duly Licensed Land Surveyor under
SCALE
REVISED TREES, OFFSETS SHOWN DRAWN
the laws of the State of Minnesota.
1 -20
POOL, PATIO ADDED
JOB NO.
REVISED POOL, TERRACE CHECKE14-228
SHEET
REVISED POOL, TERRACE
DATE 7-17-,1 MINN. LICENSE NUMBER
°F
SHEETS
REVISED WALKS
CITY OF ORONO a%
ca
GRONBERG & ASSOCIATES, INC.
CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
445 N. WILLOW DRIVE LONG LAKE, MN 55356
PHONE: 952-473-4141 FAX: 952-473-4435
X315 Nbv'hvl SV�A�C fes.
?SJ13-604L7
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CERTIFICATE OF SURVEY FOR
MS1 CUSTOM HOMES
IN LOTS 9-12, BLOCK 18, SAGA HILL REVISED
fincesHENNEPIN COUNTY, MINNESOTA
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929.4•9\ \\\ \\ '\ ���� "�` 10" � -2p
CONTOUR` \ �\� \\\� q� \ ASH \ Op •. 1 \
f� LINE
q� \
LEGAL DESCRIPTION OF PREMISES: (from previous survey, verify with title description)
That part of Lots 9, 10, 11, and 12, Block 18, Saga Hill Revised, which lies westerly of the following \ \\\ \\\ \\\\\\\\
described line, and it's extensions: Commencing at the point of intersection of the West line of said \� \ \y \ \\ \� 0 20 40 80
Lot 9 with the shoreline of Lake Minnetonka;
thence on an assumed bearing of North 1 degree 53
minutes East along the West line of said Lot 9 to the Northwest corner of said Lot 9; thence \\ \ \ \\ \\\
easterly a distance of 233.50 feet along a curve not tangential with the last described line, said
curve is concave to the South, has a radius of 1043.00 feet, a central angle of 12 degrees 49
minutes 37 seconds and the chord of said curve bears South 76 degrees 05 minutes 32 seconds
East to the point of beginning of the line being described; thence South 11 degrees 05 minutes\� ��\� SCALE I N FEET
18 seconds West to the shoreline of Lake Minnetonka, and said line there ending. �\ \ \
o : denotes iron marker
(962.5): denotes existing spot elevation, mean sea level datum
972.0: Denotes proposed spot elevation
--= 962 -- : denotes existing contour line, mean sea level datum PROPOSED ELEVATIONS (PER ARCHITECT)
--Eg : Denotes proposed contour line
Bearings shown are based upon an assumed datum. 1) GARAGES = 972.0
This survey shows the boundaries of the above described property, the location 2) MAIN FLOOR = 973.0
of four existing buildings, and the location of all visible "hardcover" thereon and
the proposed location of a proposed house, garage, driveway and other improvements. 3) LOWER FLOOR = 962.5
It does not purport to show any other improvements or encroachments.
REVISIONS
DATE Ry RFMARKS
ESIGNE I hereby certify that this survey, plan, or report DATE
6-24-13 REVISIONS PER CITY LETTER 7-30-13 G RO N B E RG &ASSOCIATES, INC.
was prepared by me or under my direct supervision
7-26-13 REVISED HOUSE POSITION, HARDCOVER SCALE
and that I am a duly Licensed Land Surveyor under
7-31-13 REVISED TREES, OFFSETS SHOWN DRAWN the laws of the State of Minnesota. 1#1=20'CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
1-30-14 POOL, PATIO ADDED JOB NO.
4-25-14 REVISED POOL, TERRACE cHP-- E 14-228 445 N. WILLOW DRIVE LONG LAKE, MN 55356
SHEET
OF PHONE: 952-473-4141 FAX: 952-473-4435
6-9-14 REVISED POOL, TERRACE DATE 7 /?-Alj' MINN. LICENSE NUMBER t�2?'•S`-S` SHEETS �"
7-17-14 REVISED WALKS ��10.4 V1 �Yl�p��
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