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HomeMy WebLinkAbout2012-00353 - addn/remodel/repair . , CITY OF ORONO * 2 0 1 2 - 0 0 3 5 3 * 2750 KELLEY PARKWAY DATE ISSUED: 05/1 U2012 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 4149 HIGHWOOD RD PIN : 07-117-23-44-0018 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 022 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 12,500.00 NOTE: REPLACE EXISTING TWO STORY DECK IN KIND. APPLICANT pERMIT FEE SCHEDULE 236.00 IRONWOOD CARPENTRY,LLC STATE SURCHARGE(VALUATION) 6.25 443 iJNION PLACE TOTAL 242.25 EXCELSIOR,MN 55331- (952)201-7937 PAID WITH CC# 9954 Minnesota State License#:BC638723 . OWNER KOCH,MARK&NANCY 4149 HIGHWOOD RD MOiJND,MN 55364 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 sepazate 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 conswction is suspended for a period of I80 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked y time for due cause. i � i( � � / ppl� t P ee ' Date Issued Signature Date ARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � � City of Orono Building Permit Application for Maintenance / Renovation� � (w�ndows, doors, siding, re-roof, etc.) ���� �.-:--= Mailing Address: ��,�j\ PO Box 66 Permit number: p�0/O�{—� � /O � o\ Crystal Bay, MN 55323-0066 Date received: .� /` > / � � Received by: ,� '�� �,i Street Address: '�',�, �� �< � ��'�� 2750 Kelley Parkway Plan review fee: �.$ D �xE�� Orono, MN 55356 �d�� _p03s _= Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: � ' � � �� G��o�� �� Job Site Address: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes �'No If yes,a special event permit is required with Police Department and City Council approval 60 days prror to the event. Shuttle bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION: Name: /o c.-�� a �a r ��'�- L�- G State License# C.. C�'7�'� Expiration a e: 3 3 � �/� . Lead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978 Phone: 9 �J Z,- 2,0 — '3� (office) (cell) Mailing Address: t�/ (, ;o� City: $/oY ZIP: ( Contact Person: w Applicant is: / Homeowner �Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: �0�0�'-�, ��,fl�,�1 Phone(day): Address: /t.j 9' ��w� Q p� �Q p� City: ��-o,,� v ZIP: 's�(�C-� Email and/or Fax PROJECT INFORMATION: Type of Project: Any earth movement may require ❑ Door(s) ❑ R�model ❑ Fire Damage MCWD review&permits: / Minnehaha Creek Watershed District(MCWD) ❑Re-roof,asphalt ddRepair ❑Storm Damage 18202 Minnetonka Blvd ❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 Phone: 952-471-0590 ❑ Re-roof,other(specify) ❑ Siding ❑Other: (specify) Fax: J52-471-0682 ❑Window(s) www.minnehahacreek.orq Overalt Project Description: ('� � S V L ,g , Estimated Construction Valuation of Project(excluding la ) $ � �, .-�j APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • 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 Gassified by State law as either private or confidential. Private data is information which generalty 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 annualty update our records and records of other governmental agencies re uired b law. If ou refuse to s I the information,the a lication ma not be issued. �"" ApplicanYs Signature: Date: � y' Last Updated: 08-09-2011 -- i/��.�� Plan Review Check�ist for New Structures / �4ddi#ions . � , � - � .� � Address/PID/LegaL- . , , Description of work: '� '` � Septic review by: �' Da#e Approved; Zoning review 6y: Da#e A,pproved �'�,,.�`.. ; ��� Z-- k B�iiiding review by: �-` tiate,�►pprov�d• � ' `� �— �`� f •,��: . . • r . � Grading re�riew by: Date Appr4vred: �� �oning File#: ..--�""" ' Resolutfon#: Resoiu#ion Date: ""'"'� > � _ - � Z�rnin District Fire De artment -Pcst Office . Sc�ioa[�istrict ' Zonir�g: . Lot Area: SF;:/AC Width:.- - D�pth-, - Sur�ey�ubmi�ted: G Yes �o Date of Surv�yi� �'��,��, ,, Prc�"o,$�d�Setbacks: �� .� ��t� .���!�. . f; nt(i�ake� Rear(Street)� ( N $ f W� ) (" N S '-�� C�ther Bt�i�+din�� Vl/e�l�t�q � � . ,. � , � . : s. Si' Sii�� , � � . . .� � , � . . , ,. > : : : � �^�J r ': � ' ` � � . . , , � �' ...: . . .. . ;� '. .?� '�.. 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A�ess �x�s�irig, �..''YES �._� �1(� : `'' Newr: �] Y�S �].�VO � ,REMAR�CS(�4����37'EC1t�N PEF`tMIT:AND�4NITl,ALtED�3�'P��SON PI�LLING P , M1Y1 E � � Upt�aterl: (N9/11l2009 z:�fortnstpian reviewchecklist.doc�c � ironwood cantiilevered joists 5-3-12 �Cy 1��.'��l 1:05pm �Ho c��Y Key6eamr8`�4.507f � kmBeamEi�in�4.509�t Matenals Database 1339 Member Data Description: Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Buiiding Code: IBC/IRC Dead Load: 20 PSF Deflection Criteria: U480 live, U240 total Live Load: 60 PSF Deck Connection: Glued&Nailed Filename: KY619 Joist Design Includes CCMC Vibration Check Subfloor:3/4"OSB Ceilinq: (None) Blocking:(See Requirements Below) 14 O O 5 O O 9 � , , ,900 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder Steel 1.750" N/A 536# -- 2 13'10.250" Wall Steel 3.500" 1.610" 1026# -- Maximum Load Case Reactions UseA tor applying pam bads(or fine bads)to ca�rying mem6ers Dead Live 1 120#(120p1� 416#(416p1� 2 257#(257p1� 770#(770p1f) Design spans 13'10250" 5' 0.000"(right cant) Product:SPFPT#2 2 x 12 12.0"O.C. Component Member Design has Passed Design Checks'**' Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1794.'# 2653.'# 67% 6.93' Odd Spans D+L Negative Moment 1000.'# 2653.'# 37°� 13.85' Total load D+L Negative Unbrcd 1000.'# 2653.'# 37% 13.85' Total Ioad D+L Shear 551.# 1519.# 36°k 13.16' Total load D+L Max.Reaction 1026.# 2470.# 41% 13.85' Total load D+L LL Deflection 0.1996" 0.3464" U832 6.93' Odd Spans L TL Deflection 0.2453" 0.6927" U677 6.93' Odd Spans D+L LL Defl.,Rt. -0.2305" 02500" 2U520 18.85' Odd Spans L TL Defl.,Rt. -0.2565" 0.5000" 21J467 18.85' Odd Spans D+L Control: TL Defl.,Rt. DOLs: Live=100�o Snow=115qo Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress:15°� This member has been designed in aCcordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. PJI protluct names are trademarks ot their respective owners �p��ar R. CopyrigM(q1987-2011 by Keymark Enterpnses.LLC.ALL RIGHTS RESERVED. "Passinq is tlefinetl as when the member,800r joist,beam or q�rder,stwwn on this tlrawing meets applicable Cesgn critena for Loads,Loading Condilions,anG Spans 6ste0 on fhis sheet.The tlesian must be reviewed by a qualifetl tlesiqner or tlesign professional as required for approval.This design assumes pmtluct installation according to the manufacturer s specificffiions. ironwood beam calc 5-3-12 e ``����.����� 1:lOpm Growiny;'loday.Building'lbmorrow.'" � nr�1 KeyBeam,k�3.507f kmBea�nEngine 4509s Mate.rials Database 1339 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.5 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Side Begin End wdth StaK E�d Start E�d Category Additional Uniform(PLF} Top 0' 0.00" 16' 6.00" 257 770 Live O sso � soo �/ , -- 16 6 O Bearings and Reactions Input Min Gravity Gravity location Type Material Length Required Reaction Uplift 1 0' 0.000" Wafl Steel 5.500" 1.500" 3720# — 2 8' 1.375" Wall Steel 5.500" 4.127" 10690# -- 3 15' 8.750" Wall Steel 5.500" 1.500" 3482# -- Maximum Load Case Reactions UseU for applyi(g paM bads(w U�bads)to wrtying members �QBf� LIV@ 1 858# 2863# 2 2720# 7969# 3 771# 2711# Design spans 8' 1.375" 7' 7.375" Product:31/2x91/2 Rosboro Treated Beam 1 ply Component Member Design has Passed Design Checks.`* Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capac'tty Location Loading Positive Moment 6352.'# 10529.'# 60% 325' Odd Spans D+L Negative Moment 8426.'# 10529.'# 80% 8.11' Totat toad D+L Negative Unbrcd 8426.'# 10429.'# 80% 8.11' Total load D+L Shear 4586.# 6650.# 68% 7.71' Total load D+L Max.Reaction 10690.# 14245.# 75% 8.11' Total load D+L TL Deflection 0.1482" 0.4057" U656 3.65' Odd Spans D+L LL Deflection 0.1214" 0.2705" U801 3.65' Odd Spans L Control: Negative Unbrcd DOIs: Live=100% Snow=115% Roof=125% Wind=160% . All protluct names are traUemarks of theit respective owners Keym ark� �opyrigM(C)7987-2017 by Keymark Enterprises,LLC ALL RIGHTS RESERVED. "Passing is tlefinetl as when the member,floor joist,beam or girder,shown on this Oraweg meets app6cade Oesign cfBeria for LoaAs.LoaOrng CmOilions,and Spans listetl on this sheet.The tlesign must be reviewed by a qualifietl desiqner or design pmtessional as required for apOroval.This tlesign assumes product instalfatfon ecCortling to the manufacturer s spedfcations. � D E TIME CITY OF ORONO CALLED IN INSPECTION NOTICE CHEDULED ���� PERMIT NO. 'DU onnQ TED ADDRESS OWNER T E ONE NO. CONTRACTOR �d � a DESCRIPTION � ❑ FOOTING ❑ L BING FINAL EXCAV/G DING/FILLING Q ❑ POURED WALL ❑ M CHANICAL RI ❑ LAKESH REMJETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � � � � ,QG1 L. � , �( c� -,-- � � � � � � ° �,� � i�L�.. � 5�t��e- ,D �.�-� S�� W ' " � .. Q � 2 W � W � � W�tGRLCSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING , PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.GALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: Inspector. - � White Copyll�spector's File Canary CopylSite Notice v� 'v �� T TIME � CITY O RONO CALLED IN a� INSPECTION NOTICE SCHEDULED ,/D.'/lD PERMIT NO�D/07-Ub3S.3 COMPLETED ADDRESS �/�G/ � 5��--�� OWNER TE PHONE NO.���a�J-7�-37 CONTRACTOR ��� � �; DESCRIPTION �� � � ❑ FOOTING ❑ PLUMBING FINAL EXCAV RADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI LAKES REM/ETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ EE MOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAI J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a o �� ���¢'�- �S � � sc�Si'�c� � � 0 � W � Q � Z W � W � � d � W� �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOfl REINSPECTION TEMPORARV V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECANDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTfON REQUIRED.CALL TO ARRANGE ACCESS. Caii for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. White Copylinspector's File Canary CopylSite Notice (� �� (z� DA TIME � CITY OF ORONO CALLED IN Z Z � INSPECTIO N CE,�ys��-��j SCHEDULED ��__� .�/ ,v PERMIT NO �� �'t���w CO LETE ADDRESS � OWNER T PH E NO. v� � CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAI ❑ TREE REMOVAI Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c� COMMENTS: � W a � � O � ��L � � 0 � W � Q � z W � W � � � /�3►1NORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECANDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOH ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 2a hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. /�,/ L� �S White Copyllnspector's File Canary CopylSite Notice �J DATE TIME V CITY OF ORONO CALLED IN 7'20 INSPECTION NOTICE SCHEDULED ?23"/Z ���� PERMIT NO. avia -�3s,3 COMPLETED ADDRESS `��9 ���z�'��d �� OWNER TELEPHONE NO. 4�� ZO/ 79.3 7 CONTRACTOR ��"Ln2�U�'Dd �J1�1-G �; DESCRIPTION F!�'� 'QeG� � � FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI � SEPTIC FINAI ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � W a � J O � � O � W � Q � 2 W � W � � d �,,� � ❑WORKSATISFACTORY:PROCEED '�'PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTORIMLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice i. . �M i � ^'I �J� S.6: ♦J (.3 ��� � ..•,� ;� C�'i U? �_�"°'� � ll� `$} }aj(-mitiY.-'. �;�:�- � � ��,1 i J , ,:r. � m � k? � ,py � �'9i�'-``.•. � b t 4 � �; -� � �; � !�''�� t �` ��1 :�:. D � : �{'l. � �`i! , � ' � � � � ; � t� � t� � �;�,+� o � � o j � ��:�� _. . �`''� -U � o �;U} �_..�,� �;'� �! ' r�.�'ti � � o� O � r\ .�V'...,..., . ,.f���'-� 3 :� �n o c rr� x�c� � _:l t. C� � � C= n G D � �T---- � � C {�a � ,., -ti. ..� s__� � �) � d � ( ,, r o �� r-- �'-`� ��.ii '�:� �-') C:) r j .� ►v •O � C r ,�„�,� 7'�i;� :. -,, . .„ 1 S�) r,� t,') 0 c 2 6:,'L': ~t 7 ".t "O � I �� � � l n�'_� : . i f-} ' ,-�'�J Q f � ti � G •— � � .' ��' ; : � r'�* � I g'' � �O rn -� c�►� , . 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"� vt � "q /� _��Gl z v � � ,�b• _t t� � z C- N p Z 3 �, o �- � B �' � � o �: � o ----------- t�-�- ------- c -� . �, o � � � �' o � � , z r, z �x �Zi � D � � � a � � Z ? �, ,� Z -� � P a o �' r v `�. ' !'R'i p � 0 ,� � � ` '� � z � � X ,� z � � ,� 4 � c b,Q c��, 'v�, � n � � � � o P � � � � rn u S � � � � Nesset Architecture, Inc. COPYRiGHTS: REGISTRATION: PROJEGT: DATE/PHASE: SHEET � 6321 ElM 7REE AVE. TH�SE�a�++t�Ts r� 1 MEREBY CERIfY THAT THIS PLAN. 4/3012012 INSTRUMENTS OF SERVICE SDECIFlCATION OR REPORT WAS Remodeli n fOf: � Excelsior,Minnesota pND AS SUCH RFhW N THE FREGARED Bv ME OR UNDER MV � 55331-7779 ormt�arra arsser D1REC75UPERYISIONANDTHAT! � ��N Wo4 a �� ARCMRECTURE,INC. USE AM A DULY REGISTfRED ARCMRER OR PUBUCATION REQtIIRES UNDER THE lAWS OF TME$TATE NOT FOR tel: 952.474.1008 WRITTENAPPROVALOF OFMINNESOTA 0 fax:952.474.0228 NESSETaRCHRECTURE,INC. CONST. DATE: REG.t�10.12337 41�9 HIGHWOOD RD. OF e-mail:mark(�nessetarchitecture.com web site:nessetarcniteaure.com OFZ�N�, MN MARN L.NESSET.AIA � --- �_- --__ , � y�h�QQd CrRTII'ICJ\T� OI' SUP.VL•'Y: 1 /4o �,/ for Larry Karkela �\ av 41�9 Highwood Road, � \ s► �SaD�D � Oro710� rtinnesota = �'' �ROHO CA�Y � �_ , - �o. � _ . . � ; _____. __... .___ � , --- .—_._. \v, � o : , � o . . � o � � o�� ��� . � - � c- �� .- � .� � � City of Orono � 2�� ' Planning 8 Zoning Plan Reviaw r' � , ,�� 5 •�� � Z � � .`hk �N Site P�an Review Dste: � ' �� a<°��� �� PPROVED�� �rn �Fd e�K- �n-I�I�• � �^ Q APPROVED WITN �� '"` � ' h D DENt S GNS(see notes) `p n; ��'► v�.501. � . 2 2.3 ',+. .ovrc% a ,� . . ; � 'is.3 , '/ \ $taff: . � - N - � � � � �p,,�� � �b � �� T'rT"r-r�- ' � �l Exisy�in � 'J " .�/v�f 9 M I - �a L— N EX�S7triG ,4.0 �j .5���� }�OUSE . 4.i •��� ��,�� ��� � � �� l M • � � � a L� l � � , ie.� = , _ � � � � -- --_ __.__ ___---- �__—.—� � �Q �` DECK � N � � 2/3 a � 20 � �,� �l d ' ` `V � r� '2, . -L-LL'.G--i' _ �' C^ .... � VJ � �_ �'' � '� � � ��. ���c, � � n • • r ' � . � � �,tJll � °~ °�' �� �\ � c�, `� � . � � ` �' Qa _ ' t v � � � ���� °,� � � � ��° �� �. Lot area = 10,449 .4 Sq. I't. � � "' p b or 0 .24 llcres i � � �� �-_ .J I , � �r � .-, � -- � ef"��Cf�� / �� e = Denotes Iron mar]cer_ found (� � ���� � �� �� IIearings shown are to an assumed �'� ' � � datum. x S1T�� �!_:,;'� ,;��:; `G ?LAN .._ L_- � � APa�sC)va:�) t'VE�. qr��� orv � r-- .-,, �: ; . ..:: , , . � � , � l�Fr �u� _; ,:.�"' � �,�_'��" � � � ❑ �11;i�,r'�ri,s��y ) , 7 hereby certify tllat this �urvey , w��_; BY _^c� C��-�.�_ � prepared by me or under. my direct super.- p�-�� �,s_,�� vision, and that I am a duly registered Land Surveyor under the laws of ttie State csf Minnesota. <��'a�r,�rn -d� �hiGir� .5=2 y 96 i�arton G_ 1lhrens ti riinnesot� License Number 19162 0 � ,56•�� � � T:xistin�c Leqal Descript=i_on N �y� o� , � Lot 22 , "FI�.qllwood, Lake Minnetonka" . , / �i ' IIenne � �, pin County, rtinnesota . � o: a � This survey shows the location of all c� , . � _ `_ � existiny buildings and visible "hard- � ;'' � ��� �` cover" in relation to the boundaries of � � the above descr.ibed property. It does . � �•� not purpor.t to show any other imPr.ove- ,' ments or. encroachments. A'�� �I��UN�r O N,`�,c� Survey By: ph,�yz6'38�9 Fd�: . _. „ 9 woo 9hee� /o�'/ B4ry` Ahrer�s L orry �Qr/{e/a �,0 f z�'� �li fi d ,800� /2 P 3p fil.vaoc� iQo! �a ke M%nne fonKa. �� � � 83 Quo./ St y/y9 N�� s=2y /9�� Mohforr�ed;, it?N 5"5'j/S" Orono � M�1/ Nenr���;n L�o. � /�/V � Il V ZD i �! �{ 9 ffz,��.u�rr-c� /Zc�