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Home My WebLink About2011-00212 - retaining wall CITY OF ORONO PERMIT NO.: 2011-00212 � 2750 KELLEY PARKWAY � ORONO, MN 55356- �ATE 1SSUEn: 06/20/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 1860 SHADYWOOD RD PIN : 17-117-23-24-0018 LEGAL DESC : SHADY-WOOD : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : RETAINING WALL>4 FEET ACTIVITY : O/S BUILDING-UNDEFINED VALUATION : $ 8,500.00 __._.— NOTE: RETAINING WALL REPLACEMENT * ESCROW 2010-00759APPLIES TO PERMIT#2010-00212<. NITIAL) ** EROSION CONTROL MUST BE MAINTAINED UNTIL VEGETATION ESTABLISHED `�(INITIAL) *** ESCROW WILL BE HELD UNTIL VEGETATION IS ESTABLISHED �� (INITIAL) ADDITIONAL$4.79 NEEDED FOR BALANCE DUE ON ADVANCED PLAN REVI�W FEE COLLECTED. APPLICANT PERMIT FEE SCHEDULE 177.00 KENDALL LARSON PLAN REVIEW 4.79 15001 APPALOSSA TRAIL PRIOR LAKE, MN 55372- STATE SURCHARGE(VALUATION) 4.25 (952)220-8011 TOTAL 186.04 OWNER OMLIE,WILLIAM& RHONDA 1860 SHADYWOOD RD WAYZATA, MN 55391 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 goveming this type of work shall be compied with whether or not specified herein.This pemiit 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 l80 days at any time after work has commenced. The applicant r ponsible for a�ssuring all required inspections are requested�' for�rrance wiy#�thc State Building Code.This permit may be revoked �,�hy ttirqe for e�cause. 7 j �;I.<,('_ �� CD / �� /�� / / App icant Permitee igna_t� / Date Issued By ' nature SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED B E. . � ` C i ty of O ro n o g � ,� .�� ► Building Permit Application � for New Structures or Additions Mailing Address: Permit number: 0101 I - Dl�� 1 �-- ��,�,j�\ PO Box 66 , �Q Q� Crystal Bay, MN 55323-0066 Date received: =�, i 1 � �i ��r �� '� � Received by: 1'�a "'�`,'� : a, Street Address:� �`�',�, � �� GticS'/ 2750 Kelley Parkway Plan review fee: `�� 1 (,' : '._i., � � \� j�• ��r � Orono, MN 55356 o2.D//- D�a/l �'�si�os� -----� 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: f �^ Job Site Address: l � �U 0 �i�rro��oc�� (�on O �� o Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes lf yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus se e will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ��.�-t.... ' �c-Tz,scrcJ State License# �/,�- ' Expiration Date: • Phone: �, _Z � � office -r'-� v.�� cell Mailing Address: (��-� . � ��` City:"Prc.��.��. � ZIP: �5�372- Contact Person: f G��f Applicant is: Contra,�tor / Homeowner (Circle One) Email and/or Fax: ��.�., � �ti-r-��-(ZA p�j (,,c,v � „ �e�r.L PROPERTY OWNER INFORMATION: • Name: �.-i-��o�- � ��Lc., Q /�L� � Phone(daY)� � [7 -�GG>()- C��-1-�a i Address: 1 �, �., f� �.4�(�j•l��gao� City: �i�6rJ 0 ZI P: SS 3`�J� Email and/or Fax ARCHITECT I ENGINEER INFORMATION: Name: Phone (day): Address: Cit : ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply New Construction ❑ Single Family with ❑ Residence Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑ Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Muttiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may require ❑ Commercial Otger specify) MCWD review 8�permits. ❑ Industnal �1L. ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other.(specify) �rC�� 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.m innehahacreek.or Estimated Construction Valuation (excluding land) $ Q , p-d � . ' i - . , I ._ . .�_.. . � � , r..� i . STRUCTURE INFORMATION: � 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= ❑Wood/Frame ❑ Masonry b.Width(ft.)= Number of garage stalls: ❑ Metal Attached= ❑ Pole Bldg. Areas in sauare feet Detached= ❑ ICF ❑ On-site Prefab c. Basement= ❑ Off-site Prefab d. 15t Story = ❑ Other(please specify): e. 2"d Story= f. 'h Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Permit Application ❑ ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s � ❑ Septic S stem Site Evatuation Re ort ❑ ❑ Access Permit � ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no altemative 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 agreement to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: . � Plan Review Checkiist for New Structures / Additions Address/ PID/ Legal: � �G� ��lG'UUI�� f�` Description of work: Ic�rl U��,� �l✓G��'t �/j��1/1-� Septic review by: Date Approved: Zoning review by: � 1�/� , Date Approved: � f Building review by: �,�. : :,, � Date Approved: .. � ` Grading review by: � 'e� �iG �- ate Approved: �I �� ' �� Zoning File#: Resolution#: Resolution Date: Zoning District Fire Department Post Office School District Zoning: Lot Area:_ SF!AC Width: Depth: Survey Submitted: � Yes o Date of Survey: Pro osed Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Building Defined Height: Building Peak Height: #of Stories Ok?: 0 YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highest space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof, � the cornice of a flat roof, the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window hi hest roof eak of a itched roof and hi hest roof eak of a itched roof SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest space floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht EQUALS Defined buildin hei ht Lot Coverage: SF % Shoreland District MCWD Permit Received Avera e Lakeshore Setback Bluff 0 Yes � No � N/A 0 Yes 0 No � Yes 0 No 0 Yes � No Permit Number: Setback: Hardcover Zones Existin Proposed Variance uir d CUP Req ire 0-75' � Yes No � Yes o 75-250' Type(s): Type(s): 250-500' 500-1000' , REMARKS (in-house): � ��d' U�"'(/��-�' Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Permit - ' Plan Review State Surcharge Investigation Fee � SAC— Number of SAC Units Sewer Connection Water Connection Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: Square Foota e $ per Square Foota e Basement X = $ 1 St Floor X = $ 2nd FIOOr X = $ Garage X = $ Estimated Construction Value: $ ' Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ❑ Plumbing � Grading / Filling 0 Well � Hardcover Removal 0 Mechanical � Fire 0 Electrical ooting 0 Septic � Water Connection � Poured Wall 0 Fireplace 0 Sewer Connection � Foundation Survey 0 Masonry 0 Lawn Irrigation � Radon Rock Bed 0 Mfg. ❑ Framing 0 Other(specify) 0 Insulation � As-Built Survey ,� Final Y 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: � YES 0 NO New: 0 YES 0 NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) ��_Gf�7�w z�o I �— (7D�� G�p�o�� -I� �r,t�v�-►- �f- � �� I � UD 21 Z .- � �l�?S�r�N G�1�'t�1sl 1N� t.t9l+' �2 w�-ti�-Y1�,t�� (,c�'i�f'?ii li`e�,o� ��i,'c�U��'►Pdl (� �a(.��N V�l t( � I/12(.l� 1�1iV��'lit _ �f'Lts�"Z�''� Ls .Pf1�/ .�1�t ci�� Updated: 09/11/2009 z:\forms\ptan review checklist.docx � • ' :�, �� '� �� . - _��k�. Memorandum � �Bonestroo 2335 Highway 36 W To: Darren Amundsen Project: 1860 Shadywood Road Date: 6/15/20ii St.Paul,MN 55113 Tel 651-636-4600 From: Gary Morien Client: City of Orono Fax 651-636-1311 Re: 2011-00212 File No: 000139-11000-1 `"`^'�"'•�'Onestroo.com Review Summary: Calculations for the wall have not been provided. A global/slope stability review has not been provided. The Engineer of Record shall review actual site conditions and judge whether or not global stability analysis is required. Owner/Contractor shall be aware of and follow the erection notes, field quality control and general provisions noted on the Engineers plan. A site drawing showing the wall layout relative to boundaries, buildings and other site features were provided. A wall elevation layout, geogrid locations/dimensions and details of construction are provided. The design was prepared by a professional engineer, certified and plan content is judged to meet industry standards for this type of work. Detailed Review: At your request, we reviewed of the retaining wall submittal for the above referenced project for compliance with the code requirements and industry standards. The submitted information is as follows: Project Name: 1860 Shadywood Road Wall Design Engineer: Gray Engineering, LLC Landscaper: Kendall Larson Plans Received: 1)Title sheet 2) Site plan 3)Typical wall section details Pian date 6/01/11 Retaining Wall Calcs: No Calculations Date Received: City of Orono -June 03, 2011 These are privately owned retaining walls that will be installed at 1860 Shadywood Road. Review notes include: . Plans were prepared by an Engineering Consultant and plan content appears appropriate to direct the retaining wall construction. • Plans contain important wall construction and field quality control notes. We recommend the Owner and Contractor abides by these provisions to confirm actuai site conditions and assure satisfactory wall performance. • A geotechnical report and recommendations were not provided. The retaining wall engineer assumes soil properties for the retained/foundation soil and bearing capacity. Similar to the previous comment; Owner and Contractor needs to follow quality assurance provisions and consider global stability. • This review includes a check for conformance to the Minnesota State Building Code requirements for minimum factors of safety for structure overturning and sliding. Calculations were not provided to confirm the design meets minimum safety factors. Certified plans imply competence and code requirements are met. END va9e z or i � 2335 Highway 36 W � St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com May 25, zo�� Bonestroo Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1860 Shadywood Road File No. 000139-11000-2 File No. 2011-00212 Dear Melanie: We have reviewed the submitted retaining wall information for 1860 Shadywood Road. The typical retaining wall secdon is dated 46-11. We have the following comments with regards to engineering matters: • The typicai wall cross section must include actual site elevations. • If the existing wall will not be completely reconstructed, a written work plan should be submitted to better understand how the wall will be modified to meet the engineered design. . Without a written work plan,the assumption is that the wall and base will be completely reconstructed. • Review of the wall design will be completed when the above information is submitted. If you have any questions, please call me at(651) 604-4894 or send an email to darren amundsenCa�bonestroo.com. Sincerely, BONESTR00 � � . Darren Amundsen Cc: Tom Kellogg Chris Mattson ' ' ' 2335 Highway 36 W - St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com April 14, Zo1� �Bonestr� Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1860 Shadywood Road File No. 000139-11000-2 File No. 2011-00212 Dear Melanie: We have reviewed the submitted retaining wall information for 1860 Shadywood Road. The typical retaining wall section is dated 4-6-11. We have the following comments with regards to engineering matters: . A site plan should be submitted for review. It must show the proposed wall location, contours above and below the wall,top and bottom of wall elevations, and erosion control items. • The typical wall cross section should include elevations and show any rip rapped slopes - below the wall to the lake. • If the existing wall will not be completely reconstructed, a written work plan should be submitted to better understand how the wall will be modified to meet the engineered design. • Review of the wall design will be completed when the above information is submitted. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsenC�a bonestroo.com. Sincerely, BONESTR00 � � � � � Darren Amundsen Cc: Tom Kellogg Chris Mattson /� / DATE � TIME �j CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED (�--L"7—l 1 � PERMIT NO. °��D D a�`�' COMPLETED ADDRESS �� `UI-��wwd`� OWNER TELEPHONE NO. CONTRACTOR �Q � ll�J L�,��J � '>; DESCRIPTION ` � W ❑ FOOTING ❑ P ING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PIUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � Z W � W � � � GW�KSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CA�L FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. � .C"� � � � White Copyll�spector's File Canary Copy/Site Notice � DATE TIME � C1TY OF ORONO CALLED IN I � �� INSPECTION NOTIGE ��Z SCHEDULED PERMIT N0. COMPLETED ADDRESS � � � S�� `��' � � OWNER TELEPHONE N(Tk'�'�adU ��61 � CONTRACTOR �� >: DESCRIPTION � l �� -� �� l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL 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 _ ❑ DEMO-FINAL ❑ SEPT C INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SE C FINAL � ��^ ❑ FOUNDATION/REMOVAL � OWNERICONTRACTO-R T_O MEET YOU: YES_N0� r V`�� COMMENTS: � W a � � O � � O � W � Q � 2 W � W � � GW ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED � INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContract site: Inspector. White Copyllnspector's File Canary CopylSite Notice �� " � � � DATE TIME V CALLED IN CITY OF ORONO � INSPECTION N TICE SCHEDULED � PERMIT NO. � — ��COMPLETED � ADDRESS �i��i�� vl��G�� OWNER TELEPHONE NO.��5�-��iCZ CONTRACTOR � GiX�C � �� : DESCRIPTION � � t� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS ti Q ❑ 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 � OWNER/CONTRACTOF}.I� �YOU:_YES�NO `2� G�///�� COMMENTS: T� ��`� � �U �IG,ZIJ / � ' � J O � � O � W � Q � Z W � W � � ///�� GW ❑WORKSATISFACTORY:PROCEED �OJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ I UE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W4LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUtRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 , Owner/Contractor on sit� Inspector. � White Copyllnspector's File Canary Copy/Site Notice