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HomeMy WebLinkAbout2016-01599 (acc. structure- detached deck) CITY OF ORONO * Z 0 1 5 - 0 1 5 9 9 * 2750 KELLEY PARKWAY DATE ISSUED: 09/07/2016 ' ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 3185 CASCO CIR PIN : 20-117-23-43-0057 LEGAL DESC : SPRING PARK : LOT MB BLOCK MB PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DECK DETACHED ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 10,000.00 NOTE: IN-KIND LAKESIDE DECK REPLACEMENT NOTE:PRIOR TO RE EAS ESCROW MONEY AN AS-BUILT SURVEY AND HARDCOVER CALC[JLATIONS MUST BE SUBM[TTED AND AP ED.� IN[TIAL: � APPLICANT PERMIT FEE SCHEDULE 201.32 PLAN REVIEW 130.86 STONEWOOD, LLC STATE SURCHARGE(VALUATION) 5.00 153 E LAKE STREET WAYZATA,MN 55391- TOTAL 33718 (612)462-4000 Payment(s) Minnesota State License#: BUIL-BC594315 CHECK 14284 337.18 OWNER YAFFE,HARRY &BELLE 2300 ARCHERS LA MINNETONKA,MN 55305- 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 E3uilding 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 construction authorized is not commenced within I 80 days of the date of issuance,or if construction is suspended for a period of 180 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 at any f for due se ' � _�_�_-__.._. - � ' ` � !�', ����c� � /�--�.� � � � � 7 � l � Applicant �tee gnatu Date Issued By Signature Date CITY OF ORONO � BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS .�O A T Mailing Address: Permit number: �6i,.5'-d/ �VO PO Box 66 Crystai Bay, MN 55323-0066 Date received: �o�� �y/5� �`�Q Received by: ,� Street Address:' 1n r 'y�, G� 2750 Kelley Parkway �l�G Plan review fee: lqkESH�4� Orono, MN 55356 � Main: 952-249-4600 Total Fee: � 37, ` � 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: Job Site Address: 3� g5 (NS�c ������- Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No li yes,a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be required un/ess applicant demonstrates sufficient on-site parking is availab/e. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: SdtN l��„���� State License# �( �a c���s� Expiration Date: ► z -�fs Phone: (cell) L'2 - z�?- z�`t � (office) G I Z - N�Z-K�� ^ Mailing Address: I53 �-��- s�' f �-S'� w�z�--r'� +rt City: � �..is7Z�.r-1 ZIP: 5s3�t Contact Person: 5�,�a Applicant is: Contractor / Homeowner �c��cie ooe� Email and/or Fax: �,.�N �, �c-�2_ `�- PROPERTY OWNER INFORMATION: Name: N�s�� � r�r�.., v�F-�- Phone (day): �t y�, 5°f S- `�N��' Address: ���( wy,zh-ry �gi v Z CitY� �r. �r ZIP: S�Z6 Email and/or Fax . r . �. �� ARCHITECT/ENGINEER INFORMATION: Name: <i(���.�rt�z Phone (day): �„y.t .-.�s �-Na� Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of pro'ect: 7.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 Famity/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also 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.m innehahacreek.or Estimated Construction Valuation (excluding land) $ � �Q � � _� - � n—i 1n Nf� i(2,• '�' 1[�'f N\ . � i i Last Updated: January 2015 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (c ntinued) 2. Type of Construction ' a. Length(ft.)= � 5 Number o�` edrooms= �]Wood/Frame b.Width(ft.)= �� • S� Number of ga ge s Ils: ❑ Masonry Areas in square feet Attached = ❑ Metal ❑ Pole Bidg. c. Basement= Detached= ❑ �CF d. 1S`Story = ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. YZ 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'/2 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 ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ O Stormwater Pollution Prevention Plan SWPPP ❑ � Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; . Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no 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 at weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupa y is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure c pletion of the as-built survey and all site improvements. Applicant's Signature: Date: Owner's Signature: Date: Last Updated: January 2015 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS � Adslress: ✓1�� ����� � G r�tX-� Permit No.: ��� -0�`7 p Date Rec'd: � Z-�LG'�J Description of work: � -� � ������ Septic review by:_ � ��� �- rv�)�' Date Approved: ' Zoning review by: Date Approved: �' ' ! Building review by: Date Approved: / �� ,, Grading review by: 1 r � Date Approved: "'�� Zoning District: Zoning File#: Reso#: Reso Date: � Zoning: Lot Area: SF /AC Width: Lot Coverage: SF °/o Survey Submitted: � Yes ❑ No Date of Survey: Revised date(?1: Landscape plan submitted? 0 Yes ❑ No Landscaper: Proposed Setbacks: �' Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Sicle Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) ' Perimeter(linear feet) = 50% = L.F. below grade Basement? � Yes � No, Stories FOR A BUI�DING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— floor(of the basement or crawl space)and measure from hiqhest existinq START WITH the highest point of the roof. rp ade to the highest point of the START WITH roof even if fiIt was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest exisfing grade to the ROOF TYPE) between the highest point of the roof hi hest oint of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half ROOF TYPE the distance between the windows): Subtract half the distance � highest point of the roof to between the top of the highest the tow 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 SUBTRACTION Subtract the distance between the half the distance between ' (BASED ON basemenUcrawl space floor and the the top of the highest � window and the highest EXISTING highest existing grade adjacent to the point of the roof GRADES) foundation OR 10 feet(whichever is less). . 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 , ,.s. _.. ._,,, ,, ...,,w . .. . .-_ , _s,. a . , Average Lakeshore Setback g Shoreland District MCWD Permit Met? Biuff Yes � No Permit Number: � Yes � No N/A � Ye Na � N/ see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf � 0 Yes No � Yes No 1 2 3 4 5 (� ,/� , n t Type(s): Type(s): �\)</ � .� Fees to be Char ed YES NO Permit Plan Review State Surcharge r :,:., '. Investigation Fee �,, , SAC-Number of SAC Units Other(specify) � Square Foota e $ per Square Foota e Basement X = $ 15t Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: �� ��D ��- Orono Inspections Required Work Requiring Separate Permits Footing � Site ❑ Plumbing � Grading/Filling ❑ Poured Wall � Silt Fence/Erosion Control ❑ Mechanical 0 Fire ❑ Foundation Survey 0 Hardcover Removal 0 Septic � Water Connection ❑ Foundation Waterproofing � Other(specify) � Fireplace � Sewer Connection �Framing 0 Masonry 0 Lawn Irrigation � Insulation ❑ Mfg. � Landscaping 0 As-Built Survey ❑ Other(specify) Final ❑ Lathe Required State Permits " � Other(specify) � Well ❑ Electrical REMARKS (in-house): �; OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ' er Ackno rm �Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. V � � Updated: October 2015 �•\fnrmc\nlan ravinw rharlrlict 1(1_9MF rinrv 02118/2016 08:57AM 9706885156 YAFFE VAIL PAGE 03/03 EROSIUN CON�'�(J� SLTPPLEMENTAL iNFO�,A,'��O�Y k'U� INSkECTION PLAN REQUIRENIENTS 1. Rout��e Tits�ections: . • Once every seves�days during active construction • 1rJithin 24 k�owrs o�a half inch or more precipitatao:a 2. Completed Field Tn�pectioa Re�orts: • Reports available wx�za 2A�hours ofrequest until MCWJa deCe�.izaes�roject zs co�na�lete& staMlized Failure to submit rer�uesred inspection information will resulr rn a site inspection arrd may be subject ta reimbursement for MCWD staf,�'time. R'ho will inspect youx sxte Xegularly? NAME: M��.4-�( ��Z.-t' ORGANIZA�'�ON: ��'�c Z PI�ONE: G�S 2-Z 5 0- �I��`1 ,A.L'�'ERN,ATE PHOIVE: j�I 2-4'l z-�(�� � ��L: M1c�-��( 4 �f�^cs-.Jpc Z • C c�-- Where is the concrete vt�ashont Iocation? ❑ OFF SITB OR CO�t�',A,.INED ON TRUCK ❑ �1D�C,A,'�ED ON STTE PLAN(with requued zzn.kse:txz�eab�e���er) � N/A What is the final stabilization method? (see�sod,etc.).• �� 6 inches of topsail must be added/replaced prior to final stabilization Will protecfive fencing for ret�a».ed w'e�etatxop�be iqstal]ed? , �I �E5 l� �lOx A,��'�ICAB�,E � OTHER(describe) I cez'ti�£y t�aat m�am�liar wit t requiremenis of the MCWA��rasioz�Co�tro��2.ule and that the proposed a v' �wi o►n��iance with this rule. / � `� Signstu e of Ap ' »t ,A, or d Agent Date MENNENANA CREEK RECEIVED wAr�asy�a nisraicT QUAIITY PR WATBRr QWlITY OC II�C MAY G7 2Q16 CITY OF ORONO 02/18/2016 08:57AM 9706885156 YAFFE VAIL PAGE 02/03 � . ,.. , . , ' � ' L.�k1F'i}'+ �,T}"1'! � , �.. . ,.„ . , ' , I ...: �: � .. ... ...:�. . � . .. ..:. ,. :. , .. . . . ... . . . .:... . .. ., ; ''G4?AT�R�S�U�C��'E��V.[,IT Akp�,XC�.�'�0�1'�OXt1Vi , : , _ . • • , U�e�us�otm'to�o�'y(apPly t0'the M�ieh�a�ee�;Vir�tershed l?�st��cf-�vICWl3�:of a prapq��'pralect or.woxk.w,hich mey fall u�tl�in. , ;; :tt3eTt jtkCis���tlotf''�ill out t��f4rtn eoz�nplet,��Y and subm�t Wc�'i�yaut'sita pl�t,'rtl�s,�f�C t�7 t�+M,�1�;�t . 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C1TY OF ORt3N0:: Christine Mattson From: Lauren Sampedro <Isampedro@minnehahacreek.org> Sent: Thursday, January 28, 2016 5:02 PM To: Gustafson, Sven Cc: Christine Mattson; Melanie Curtis Subject: RE: 3185 Casco Circle/#2015-01599 Attachments: MCWD Water Resource Permit Application_electronic.pdf; 7 Rule-floodplain.pdf Ok, a floodplain permit will be needed for the removal of the footings.Attached is the permit application. Please display on a site survey where the erosion control measures will be on the lakeside,the final stabilization method, and indicate an estimate of the cut and fill from the concrete footing removal. For the in-kind replacement,the cut and fill should be equal, resulting in zero change to the floodplain. Let me know if you have any questions. Thanks, Lauren Sampedro Lead District Representative Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4580 Mli1NFM4Hk CREEK -.�E�sweo e�s�r�c, From:Gustafson, Sven [mailto:Sven@stonewood.com] Sent:Thursday,January 28, 2016 10:38 AM To: Lauren Sampedro <Isampedro@minnehahacreek.org> Cc: Christine Mattson (Orono) <cmattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: Re: 3185 Casco Circle/#2015-01599 Yes J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 1 952-697-5591 Fax www.Stonewood.com On Jan 28, 2016, at 10:35 AM, Lauren Sampedro<Isampedro@minnehahacreek.or�>wrote: Thanks Sven. When replacing the deck will you also be replacing the concrete footings? Lauren From: Gustafson, Sven [mailto:Sven@stonewood.comJ Sent:Wednesday,January 27, 2016 12:06 PM To: Lauren Sampedro <Isampedro@minnehahacreek.or�> Cc: Christine Mattson (Orono) <cmattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: Re: 3185 Casco Circle/#2015-01599 It has not been built. It will be built same as previous. It is elevated. Starts at grade an ends about 8' off grade. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com On Jan 27, 2016, at 11:55 AM, Lauren Sampedro<Isampedro@minnehahacreek.or�>wrote: Hi Sven, Is the deck elevated? If so, how much? Do you have the new deck on a survey so I can confirm it's in-kind? 2 . Lauren Sampedro Lead District Representative Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4580 <image002.png> From: Gustafson, Sven [mailto:Sven@stonewood.com] Sent: Wednesday,January 20, 2016 7:21 PM To: Christine Mattson (Orono) <cmattson@ci.orono.mr�.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us>; Lauren Sampedro <Isampedro@minnehahacreek.or�> Subject: Re: 3185 Casco Circle/#2015-01599 La u re n, We're replacing the deck which sits on concrete footings within 25 feet of the shoreline. The footings are drilled round footings. We would install erosion control lakeside of the work. Is a permit required beyond our normal erosion control permit? J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com On Jan 20, 2016, at 3:54 PM, Christine Mattson <CMattson@ci.orono.mn.us>wrote: 3 ' Hi Sven, We are nearing completion of our review of the proposed in-kind deck replacement of the lakeside deck at 3185 Casco Circle. Please contact the Minnehaha Creek Watershed District(MCWD) to see if the proposed project triggers any of their permitting requirements. We need a copy of a permit or documentation stating this project does not trigger their permitting requirements before our permit can be issued. I've copied Lauren Sampedro with MCWD on this email. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono : MN 55356 (physica/addressJ PO Box 66 ! Crystal Bay '` MN ? 55323-0066 (mailing addressJ S' 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us ' � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 15, 2016 4 Christine Mattson From: Christine Mattson Sent: Wednesday, January 20, 2016 3:54 PM To: 'Gustafson, Sven' Cc: Melanie Curtis; Lauren Sampedro Subject: 3185 Casco Circle/#2015-01599 Hi Sven, We are nearing completion of our review of the proposed in-kind deck replacement of the lakeside deck at 3185 Casco Circle. Please contact the Minnehaha Creek Watershed District (MCWD)to see if the proposed project triggers any of their permitting requirements. We need a copy of a permit or documentation stating this project does not trigger their permitting requirements before our permit can be issued. I've copied Lauren Sampedro with MCWD on this email. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ' S5356 (physical addressJ PO Box 66 ' Crystal Bay MN ;;., 55323-0066 (mailing address) `03 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us '' � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 15, 2016 1 Rager Peitso From: Kristy Raasch <kristy@alexanderdesigngroup.com> Sent: Monday, January 18, 2016 12:00 PM To: Roger Peitso Subject: Yaffe Residence 3185 Casco Circle- Orono Attachments: YAFFE_DECK. permit set. 01.18.16.pdf HI Roger, Sven at Stonewood wanted me to get you this permit set for the deck construction at Yaffe's. Let me know if you need anything else to issue a permit. Thanks! Kristy Raasch Alexander Design Group, Inc. 401 East Lake Street Wayzata, MN 55391 (952)473-8777 kristy@alexanderdesigngroup.com http://alexanderd esiqnqroup.houzz.com/ 1 Christine Mattson From: Christine Mattson Sent: Monday, December 21, 2015 3:50 PM To: 'Gustafson, Sven' Cc: Mark Gronberg; Melanie Curtis Subject: 3185 Casco Circle/#2015-01435 Attachments: SKM_C654e15122113240.pdf Sven, The dimensions for the lakeside deck shown on the survey don't match the dimensions of the actual deck. The deck may be re-built in-kind. Please have the survey and construction plans updated to accurately reflect the site conditions and submit two copies of each for our review. Attached is a partial copy of the 12-18-15 survey and 11-10-15 deck construction plans. We received a cross-section for the patio, thank you. Please have the landscaper submit a cross section for the new lakeside stairs. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � � 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 24&25, 2015 Friday,January 1, 2016 Monday,January 18, 2016 1 r � Christine Mattson From: Gustafson, Sven <Sven@stonewood.com> Sent: Friday, December 18, 2015 3:28 PM To: Christine Mattson; Melanie Curtis Cc: Mark Gronberg; documents_yaffe@stonewoodsystem.com Subject: Survey Attachments: Yaffe HC 12-18-15.pdf; Temp02474.PDF Christine - Per Mark Gronberg, "I think the grades on the new stairs will follow the hill so I don't think we can really show anything on our survey. Maybe the installer can give the city a detail." Let us know if this looks acceptable. Mark will bring a hardcopy. Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Mark<markg@gronbergassoc.com> Sent: Friday, December 18, 2015 2:50 PM To: Gustafson, Sven Subject: Yaffe survey& HC If this looks OK we can run copies up to Orono. I think the grades on the new stairs will follow the hill so I don't think we can really show anything on our survey. Maybe the installer can give the city a detail. 1 City of Orono ���o Hardcover Calculation Worksheet ' �'�" �.; � PropertyAddress: � ��_. c°.�.% � �'� '� =� t"P� £"�F' �! � s ��".� � `°^���' Prepared by: �, Date: �, � ,... -�` 'a ��A`. �,��°;�"�"�' � �--^�-��- �,�c�. Stormwater Quality Overlay District Tier: (Circle one) ���T�er 1�� Tier 2 Tier 3 Tier 4 Tier 5 -•�.� Step 2:�ROPOSED�HARDCOVE,,� P,��,,�.¢�, �_ �,,�, �_�: � 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 al!existing hardcover items that are intended to remain, as well as all proposed hardcover items that wil!be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For 7ier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each portion. 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.F. B :'"�v�,. �:,,r�� � S.F. C �w �__�.��� �'��' �� S.F. D �-'�°'�f�, �,s S.F E � �� d'��ld s� �;.� ��*r�k " �.? S.F. F aa�"�,%� �.r:�:Mc �:. � S.F. G G G/t�'J'�' w�'(.�., r'� S.F. N .S'�'"d,��".� 1'�' ��;� '� o�/�" S.F. I �@!t � C� �.1Trxrz I�,st� S.F. J .T"1T1`/.� 2 �,�.� S.F. K a � �-:r�$.r`�-, � ,, �-� tl �+� ..�,+r'k�° :` S.F. L f�E i' c� .�'��' S.F. M .�;�'�",�, $e,� " �. S.F. N �� � �' � S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover ��,�_qS.F. Exctudable Hardcover See Cit Code Sec 78-1684 : �� ��kr. ,��.� � ��r'd><"�i" .�x .�z:, ��`r�� ��,� S.F. S.F. S F. S.F. S.F. 2 Tota!Excludable Hardcover �'��C7 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 .�,��?r? S.F. 4 Total Lot Area ��` �,�C� S.F. Proposed Hardcover Percentage [(3)y{4)] .�`��p,�% January B,Z013 Christine Mattson From: Christine Mattson Sent: Thursday, December 17, 2015 3:15 PM To: 'Gustafson, Sven'; Mark Gronberg Cc: Melanie Curtis; Roger Peitso Subject: RE: 3185 Casco Circle/#2015-01435 Sven, We received an updated survey dated 12-15-2015, thank you. Some of our origina) comments were not addressed. Please have the survey updated to reflect the following: • Show the average lakeshore setback line. Please note any increase of the existing grade and/or combination of grade and walls greater than 42" forward of the average lakeshore setback will require a variance. • Show the dimensions of the lakeside deck on the survey and submit building plans for the in-kind replacement of the deck for our review. • Show the new silt fence location for the construction of the stairs and re-building of the lakeside deck. Contact the MCWD to discuss the change in your plans. • Show proposed grading and elevations for new lakeside stone steps. Please have the landscaper submit a plan with a cross-section for the lakeside stone step construction. In reviewing the hardcover calculations, please revise as follows: • Item H to read "stairs and stepping stone", not "AC pad" and clarify hardcover for Item H • Item I to read "AC & Generator pad". Clarify square footage as the hardcover sheet does not match the square footage shown on the survey. If you have any questions, please don't hesitate to contact us. 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 � 8 952.249.4616 �' cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm � 0(�R OFFICE WILL BE CLOSED: Thursday& Friday, December 24& 25, 2015 Friday,January 1, 2016 Monday,January 18, 2016 From:Gustafson, Sven [mailto:Sven@stonewood.com] Sent: Wednesday, December 16, 2015 4:31 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us>; Christine Mattson <CMattson@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Cc: Mark Gronberg<markg@gronbergassoc.com> Subject: Fw: 3185 Casco Circle/#2015-01435 Melanie, Christine, Roger- The revised survey is attached. Mark Gronberg will deliver hard copies. Please let me know if there is anything else needed to get the permit issued? Thanks! Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.5tonewood.com z , ������ �. � ��� � F -�c�Viu� �LC��:i� '�' �Q� SPECiFiCATia�fS Ov-S1T�E """"�T°""°" ��-ii i�z�� ��-ii vz�� i��-i��� NEW RAILINCs S7STEM IRONUIOOp TOP R41L AND LINE OF CANT.DEGK ABOVE NEWELS- METAL SPINDLES r-- — — — — — — — — — — — � N N I 61U �U I - � N� r � � '`� I �0 NEW 4X4 TRTD. �� I m _ � POST ON 12"X48" � ° � NEW DROP BEAM GONG,PIER- T7P. \� - - \/ - - - - - - -�/ � �4 II '� - IRON WOOD I N _� i N (^� N � DEGKINCs I OO 6l @- / � �� , r I o ° Q,P�'� o I � ,�,�i��j 6' / ' I / y� +!� ;4 � -- —-_��/' / ^ , ( NEW BEAM „ �--- _ _ --_ - 36 minimu;-�� '�� � �__ t � openin�s fess ��.,.,��;. �5 11'-4" ^ II'-4" `� 4'-4 3/8" � � �ous� � � . � 3� 9 J �DECK FOUND,4tION �pECK PLAN � sca,�e�vr.r_m• '� � I ec,a�e.vi•.r-m• Q > C W � Ci �: � o � 0 H' � .��.� I_� ." •.-�+.��c1_��t!i c 3 3 �" ,� _�; ;�oc-a-�:. ��,�. c;� .,,�i3, oN�r� an;i c�azed ssu�s of lanuiras a�tl � o > W 0 ,-, ,-:�:,, :;;':cor:i:�s, dc:_Ks cr p;;rches which ure more than 30" above N N w � � > > p c,r�:J�: e�Sioor��lo�v, requit�a �u2rd svith a minimum 36"_height. w- °a .- 0 O u.i r��w RaiLiHG sYsrEM p-��;-i �� i�,�;rails must hGve iniermediate rails or an ornamenta) O C cti � � Z IRONUIOOD TOP i2AIL ANp � " �`"'r ��C d n" � W NEWELS- METAL SPINDLES �3?t���n SO that e S;7h2f@ 4�� in diameter cannot pass through. ,� a> Q � � . V n. in ❑ ❑ N �i�ti'.�.�.��E�'",.c �ie`'� ��k�a�3 Cc:�pl�at�c� ���`�j a��c�t�o NousF Dat3 �Q j� _ . —TRT6�xl(D JOi8T5 w T6"-�:G: __ -- _ � � NEW DROP BEAM �� ���U L�V` �i` 'l �� a �� `� � � @ti/��r -: S Q5 Gvt� i i '�aoF i � i � i i - ' ' �e � ��Uc ���� � �� � � ��z �� „ � � „ � � L_J � � � � NEW 4X4 TRTD. I j POST ON 12"X48" LAKE I I CONC.PIER- TYP. MINNETONKA I I L_J � • Client: SCOPE �,,.. Alexander Design DESIGN OF FRAMING AND SUPPORTS FOR A DETACHED DECK AT A SINGLE FAMILY CONTINUOUS EXTERIOR SAWN Group, Inc. RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, THE CODE, AND STANDARD INDUSTRY PRACTICE. RIM & FULL DEPTH BLOCKING 401 Lake Street East NOTES DIRECTLY OVER DROPPED BEAM Wayzata, MN 1. THESE DOCUMENTS APPLY TO STRUCTURAL FRAMING AND SUPPORTS ONLY. ALL &48" O.C. MAXIMUM SPACING ARCHITECTURAL ELEMENTS AND FINISHES ARE BY OTHERS. REFER TO HOME PLAN (PERPENDICULAR TO JOISTS) Rev Descriotion Date DRAWINGS BY ALEXANDER DESIGN GROUP, INC. FOR ALL OTHER INFORMATION NOT 1 1" ALL POSTS TO BE 6x6 NOTED ON THIS DRAWING. 7'-112" 7'-112 TREATED COLUMNS w/ 2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING SIMPSON ABU66Z POST BASE WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. &SIMPSON AC6Z POST CAPS 3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE (OR EQUIVALENT) U.N.O. CONTRACTOR. 4. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE oo � VERIFY ALL DIMENSIONS CONTRACTOR. � M SHOWN PRIOR TO 5. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST POURING CONCRETE. HANGERS, CLIPS, POST CAPS, AND POST BASES. CONNECT MULTIPLE MEMBERS DIMENSIONS SHOWN ARE TOGETHER IN ACCORDANCE WITH THE CODE. F2 F1 :i� INTENDED TO MATCH 6. ALL OTHER FASTENERS TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). F1 � �? HOUSE PLANS.CONTACT 7. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE �� DROPPED (3)2x12 F3 N THE HANSON GROUP IF FOUNDATION. r' CONTINUOUS TREATED BEAM DISCREPANCIES ARISE. 8. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS (�3j BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES o cn EACH BEAM TO BE �' CONNECTED TO POST AT THIS MATE IALS � -��- FLUSH (2)2x12 TREATED LOCATION w/(2) ADDITIONAL CONCRETE: F'c=3000 PSI @ 28 DAYS (BY READY-MIX SUPPLIER) N BEAM ��°O SIMPSON H6 UPLIFT STRAP - in TREATED LUMBER: SYP N0.2 GRADE OR BETTER �� ALLOWABLE SOIL F3 ^� BEARING PRESSURE: 2,000 PSF (ASSUMED) F3 LOADS DECK LIVE LOAD: 40 PSF DECK DEAD LOAD: 10 PSF FASTEN JOISTS TO FLUSH BEAM GROUND SNOW LOAD: 50 PSF w/(2)SIMPSON LS90 CLIPS OR CODES 11'-4" 4'-4�" EQUIVALENT SKEWABLE FACE 2015 MINNESOTA RESIDENTIAL CODE 16 MOUNT HANGERS �he�°bY°�"�`Y`h�"h�sP�a� �P°����°���°�°"e�° was prepared by me or under my direct supervision and that I am a duty Licensed Professional Engineer BEAM TO BE CONNECTED TO underthelawso�theStateofMinnesoia, CONCRE-"E FOUNDATION w/ FASTEN JOISTS TO FLUSH � .,� SIMPSON VGT OR HTT4 TIEDOWN BEAM w/SIMPSON LUS210 s�9�ed: / ..� ' &5/"QS THREADED ROD w/ 12" FACE MOUNT HANGERS PrintName: NICk H8f1SOf1 EMBEDMFNT WET SET w/NUT OR Date: 1-18-16 u�e�SeN�mbe�: assss EPDXY GROUTED , REFEF�ENCE PLAN S� DECK FRAMING PLAN SHOWN FOR LOCATION REFERENCE ONLY CONCRETE PAD FOOTING SCHEDULE �F 3407 Kilmer Lane North MARK PIER FOOTING SIZE s�icea Plymouth,MN,55441 Tel 612-708-3572 www,h enso ng roupm n.com F1 16" DIAMETER SONOTUBE BELLED TO 18"0 x 8"THICK @ BASE Project: F2 16" DIAMETER SONOTUBE BELLED TO 30"�x 12"THICK @ BASE Yaffe Residence 3185 Casco Circle, F3 24" DIAMETER SONOTUBE FULL HEIGHT Orono, MN PIERS TO BE 60" DEEP w/ (2)#4 HOOKS INTO BELLED OUT PORTION NOTED Pf0feC1N�mbe�: 6.0�2 ^ � ABOVE Date: Januarv 18.2016 ) Sheets: t of 1 �/ � COPYRIGHT HANSON GROUP LLC 2016 CERTIFICATE OF SURVEY FOR HARRY YAFFE IN LOTS 34 & 35, SPRING PARK & VACATED LAKESHORE AVENUE HENNEPIN COUNTY, MINNESOTA ��' �` / ��� ��� ��.,, s `• `. _. .GP�'� ►s+�/ , Po v�t� �tib, . .�. . . '•',. , � i � :..•._: : � ��/ t JE �� ER��N� �16..��-.-i-., o � i� R� SE� � , ��,��.�y� l�y� \ /-�J SPN\jP O � �G)'j�, � �����* \� �.� � (BSebO•Q, � � \ (953.]) ��` � ��� oyy? . � � :� 6 ��' �,,,,,, �� � ;�,, � 1'I � �°� �, \ �' " � �� asos\BLADWA� � ''. \ i I i ,: . �asas) � ( � i �'•. � -of- . � ��� ;,t.•y �'. .n \\ OJ� p0�w`�� (Gsse�/ �'•. � �t � \ � � ' ' - } 9h \ M1� �b �o �� \\� �`;�Y. /� �� U ro { ,� � EXISTING , .. ���" �' � '� T� � �� HOUSE I PROPOS�D . �`L� �° \ �= \ ' DRWEblAY ` �� \ n`-`� � \ �3195 DECK �\ � , ; '°�, �, � ' "> � . ��� � ryo �� � �� \ .... .. � ._��k�i tJ� ''� > \ }o �.as o \ �,`��4�..��� w � v \ � \ ro °� � lc) a � / � � � � � ,�,�:�a �ia�' ��PROPOSED -�� �� �9un> . � P ip'o� y � � �, ,,/ \� `ra \ rt � � '�'..TOP OF FOl1DATi0N \HOUSE � � - '�s§�-� � PROPOSED ELEVATIONS PER ARCHITECT : (verify) � - tio E�cv^*nn r�r�5E� � \\ / � o. .���;,�� //3185 � '°� ' � � 1) Garage = 954.0 \ `;��` \ n�� N\� � � � ? �q� �nw� � � / /�i 2) Top of foundotio� = 954.3 \� `�v ba'' a55h ,/�� ' � }s y i� ERV US /� � 95 + � / 3) Main floor = 956.5 ' � ' ; .y l _ _-E2Pavea.-'----� �� � )-� PAT \ * / / / . � i ' � / 4) Basement = 9a5.8 < �� �� � i� .; � y �i� /, i � , � '• ,- � �AVERAGE BUI�ING� .� � '� �J �� ; EXISTING � `�SETBACN LME� � / �J / /� � g5� // � /� / 0.. � y /' i J / HOUSE � c� ��, o/ y PaoPosEo i� a .�� ` / 57LT FENCE // / / - .�.'?a:=" 5� / ._ � i // ,�,65 ,i., � \, �i -. �.: , ,,:� �y /� �, �� , ��� �� � � � �,- � � -� �,,� ��� � �;� � -�% ' 9j / ` ' '. ETBACK /¢ / / UNE / �(p / �� /� � / 'r'''• � ' ���/ /� // // i / /�� i.y�'•...i�:: . � / �� �STOIE Y / / / -'. �".� , ' e°xo�t /r � � �/ / ,` � .. �� ,�•.,,*: /� i (�) ;9,,va� / / , / � . �` �r'• / / / � / -r� '`�:"••�5,'• � / / � // / • ' •. .i i . . /� /�/ : � �/ � �. / �','� �'� /� !./ / ! • �.� . ♦� / •/ � / ' .,y.:•,, // i /�� �N � , � � y �" ,% �= /A O / // AY/ �,�,a0�. `.P / / � //, j � /gy�j��, / /j Q/'. � � ,� / ! SURVEY���. % i �, / UDE ``, �� i� �,�/ / i �Q�.�t� `17�� � ' i �/ LEGAL DESCRIPTION OF PREMISES : (per Certificate of Title No. 1[;�0213) ,%�`j,i� '� /��j���"�� �`� �%� / � i _ � Lot 35 and the westerly 1/2 of Lot 34; and i i� P / �.�° / j P � ."-�. ... .�.... i�0-%'� , %" � (�) ; R� R � �,,, �S� / �/' � ; � ��,y0 ��5"rore�:.; DECK All of the land lying between the above described property i�' �' �"��� r'y� ��P,",r', and the shore of Lake Minnetonka on the South, and between i�; = � �� ��` the Westerly line of said Lot 35 and the Easterly line of ' ,�/ ����� �:���.��32' .929.4 CONTOUR said Westerly 1/2 of said Lot 34 produced Southerly to ���� �' �� �� �� ; ���� 9 LRJE (O.H.W.) said lake shore; i �i �� �� � � �� ;'��PP � � �i � �i � � R All in Spring Park. i �� i / �� ��� �' i � i � • : denotes iron marker found ��;� _i��i�, j��� � '� LAKE (955.3) : denotes existing spot elevation, mean sea level datum 95a.6 : denotes proposed spot elevation, mean sea level datum - -948--: denotes existing contour line, mean sea level datum M I N N E T 0 N K A --��: denotes proposed contour line, mean sea level datum Bearings shown are based upon an assumed dotum. This survey intends to show the boundaries of the above described U P P E R L A K E property, the location of an existing house and garage, to be removed, and the proposed location of a proposed house, driveway, walk and grades thereon. It does not purport to show any other improvements or encroachments. 15209CZSCJ �TE I hereb certify that this lan, s ecification, or re ort �uE n+�s ADJACENT PATq SHOWN G R 0 N B E R G A N D was prepared by me, or under my direct supervis,on, �"�QQ' e-ie-�5 �M�1�.�WAY IJO G�ES S�OWII A S S 0 C I A T E S, I N C, °nd that I am a duly Licensed La�d Surveyor under o-zi-+a �v�n�vewu�eu�oNc�e�a uE the laws of the State of �nnesota. D�7E io-e-is �vrstv Hasc(swxrom i.s ,o-„_„ „o,�,�,,� CONSULTING ENGINEERS, LAND 7-7-15 �o-�o-�s rau�� SURVEYORS & SITE PLANNERS ��_Z��S 445 NOf�TH WILLOW DPoVE ���9 , ��,� '��. is-is-is ORVEWAY,WILLI(t PATq REV6ED MD PROPOSED�IX STEPS AODm LONG LAKE, MN. 55356 ' ��j-QsgC f2_�o-�y 952-473-4141 Mark S. Gronber • Minnesota Lice�s�Number 12755 15-269C �� � � � �� � DATE TIME CITY OF ORONO CaLLED IN � INSPECTION NOTICE � SCHEDULED � PERMIT NO. ��� '�'�'`� � � C(SMPLETED ADDRESS �%R� ��SC d �� • OWNER TELEPHONE NO. ���`"����C� �ONTRACTOR � E--��-- J ,� , �ES�CRIPTIO� �` �L�/�(.. �.ILQ.S/Q? �C.��- � ❑ FOOTING ❑ DEMO-FINAL /QL„ /�� C FI F� ❑ POURED WALL ❑ PLUMBING RI ' y� Ll EXC�DING/FILLINd Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL Rt ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SUHVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OMfNENCOlfTRACTOR TO MEET Y�OII:_YE$_NO y �oMMENT� L O�� �.� � 1 c�c��rs ,�.�: ���r�vi��t '� u�f -� � ���+ .�,.� -o,--, � �-�l l�, � 0 a� n � ��. � �� � Gf/�� � m O S �l�L� W ' n Qv eY i « � � � � � 4 � f � � ❑VMORK SATISFACTORY:PROCEED �PROJECT COMPLEfE W ❑OORRECT VMORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCWPYINCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COMERINO PERMANENT ❑CORRECTUNSAFECONDITiON WITHIN HWRS. p pHpTOTAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUEO p INSPECTION REQUIRED.CALL TO ARRANf3E ACCESS. Cetl for the next Mspection 24 hours in advance. (95Z) 249-4600 OwnerlContractor on site: Inspecta- wm�covrnnsP.ccor.Fiw ' c,�.ry covrrsn.Hoew CERTIFICATE OF SURVEY FOR HARRY YAFFE IN LOTS 34 & 35, SPRING PARK & VACATED LAKESHORE AVENUE HENNEPIN COUNTY, MINNESOTA ' �` , / F,�' \ (usa.�) S D t �.. ... ,.GP`'�.�� �, �Po,µ� 1�16\ : :-.,�.� :•. . . •-.: : • � ; E � . :. . :.. •_. / �PtfS�' ..-...i, p�F. . � ��/ ����-\NE �Qc�� � '` � a� .� SE � , pv�+ ti� � /� SPN\j PR (�O � p��,,�GJ�', � ���``�' l� \� / ,� `J cese.eo,\�I �' � � �asa�) /' v �� .� 6� � `�y,�`.'� \� �' d„,,,� � . ��- :_;. , � �� � �' ' / �,. �"°' � �-�apkrpp ; '••. \ 1 I i :' ! �nas> \ (9wa) I WAY-� i ''• � tt' '� 1�\ � •' � `�� _`?. \ S '.. \ � . 'n P��� (p�'�� •. \ �� �� v• � �OJ� � ' '+•1� 95 /\ 7� �b � ��� \\� , ./; ,,o� � co �'i EXISTING IG i w� * '�c�_W / (�) ; � ''� � �� HOUSE PROPOS£D �`L�\ '� �= � . srcw�c RIVE AY 'O nac 3 195 D 1'� \ � � � DECK �� 2 ^a �0�r A Ec-- �) � • �` .�� � �0 �� \ '.�.'. a r "" •.. . ..:.�• � }o �.y �o � �� w \ v � � , ro 6� \ a \ � � .�\ � «) ( (9529) >\ � � � o � ,,,�; Sie°i` �PROPOSED = s ' iP o ,ppJ b \ 'sfw // \/i \�� `sa: � rt � � I'�.TOP OF Fq1DAT10N \HOUSE r( °` � - �/�� � \� // PROPOSED ELEVATIONS PER ARCHITECT : (verify) p EIEVATI(YI REiIIENCE SE � \ `i ~ F N�E� .#31�5 � , �iTN � \ / 1) Garage = 954.0 � � � � � �o��` � � �\ �A� \ �5�� �� �\ / /// 2) Top of foundation = s54.3 \ v \/ � �` e,�y'� 9g�� �� •� / � / � � 9g3� /\ / � ERV US '+�* / `, /� 3) Main floor = 956.5 ' � = �� ._ —EPAY�ar-- -�� y \ � � .. PAT \ / / /: \ � j Q, / 4) Basement = 9a5.e i =_ y�a �' � "� i� �� ��� .�.�� �i� %� � ' �AVERAGE BUI9 WG � � �� �f ��� EXISTING ` � `- ,�`serancK �we 2 � / �i � , /�_ � � g5 y � /� � �/ / HOUSE ,<� � �� PROPOSED � �� , �� � ` SILT FENCE � i // J165 � "'�� A� /� •... / ,// 1� d.,'.- \ /// ': . � ��/ / i;�• / ���/ •�La+ /�� // � �,' / �� �I{Q. //! // Sp / A � °� ��TBACK /¢ / /� `•.. ` �' LINE // �Sp / / � /� t'��', �r�' / / / i . • � //� �.,'•....�... ...`•.•,.✓�-'� // 58� .%�� / t! ..� "y /� � �M) � al // � /�/ /� �` �••:'•' ✓t,'t' , ` y � �' �a i „- � �;,�. ;'•. i / �%����/ �/ X����:� '�������' ', ' // ��, � , , ,� , / ,, ,� �� �' ��' � � / ��k. , // / � �/ /� �'Y�K��+o;,4„oc�usT/ / X�/� ! ��p, � �/ /�/ �/ LMEVEY��o�� I(�'//� ' / , � 6� � /$���;�-�� �� � ,,, . , LEGAL DESCRIPTION OF PREMISES : (per Certificate of Title No. 1�213) ,% �'�,i� '� //�9������ �� �%� / �,�° � Q Lot 35 and the westerly 1/2 of Lot 34; and / �i�/ � ../..__... �=� y��'oi'�/�"�1 ��� ' � R�P �P � ��'� �i ��„y0 �v�b-sroiF�'... DECK 7 All of the land I in between the above described ro ert i� �'• / J�' w/p�y��`„ Y 9 P P Y i i� �k,.� ,� .r+«.un— and the shore of Lake Minnetonka on the South, and between i�; i � �� " �-- '' the Westeriy line of said Lot 35 and the Easterly line of � ,� ��"�� �i���,���yy' " ...gy9.4 CONTOUR said Westerly 1/2 of said Lot 34 produced Southerly to �� /�' / j�� �� %��,/=/P L&JE (O.H.W.) said lake shore; � � � i � ; �R � � �� � i� i � R Ali in Spring Park. i �� i � �� �� �� � � �� � � � • : denotes iron marker found i� � i ��� �� � i � � � : �' (955.3) : denotes existing spot elevation, mean sea level datum � ' - L A K E 954.6 : denotes proposed spot elevation, mean sea level datum —9a8--: denotes existing contour line, mean sea level datum M I N N E T 0 N K A �� : denotes proposed contour line, mean sea level datum Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, the location of an existing house and garage, to be removed, U P P E R L A K E and the proposed location of a proposed house, driveway, walk and grades thereon. It does not purport to show any other improvements or encroachments. +szexssca D�7E I hereb certify that this lan, s ecification, or re ort �uE e+�s �DJACIXT F�Tq SMOWN G R 0 N B E R G A N D was preparad by me, or under my direct supervislon, ����2p' �1e 15 ��g��AY��S,p� A S S 0 C I A T E S, I N C, �nd that I am a duly Licensed Land Surveyor under e-zi-is rEvrsEo�vEw,cx a.knrc�e�,«vF the lawe of the State ot �nnesota. o�TE io-e-is �vsm�(s�atTom ts• ,o-„_„ „�,�„� CONSULTING ENGINEERS, LAND 7-7-15 io-ao-�s ��n SURVE�YORo�TH�vS�ow D vENNERS �� _ �Y� .ae No. ix-is-is aav[w�r,wiwc!PATq PEY6ED NO PROPOSED OEIX STEPS AOOm LONG LAKE, A1N. 55356 � �y-Q6� 12_���y 952-473-4141 Mark 5. Gronber Minnesota Licens�Number 12755 15-269C CERTIFICATE OF SURVEY FOR HARRY YAFFE IN LOTS 34 & 35, SPRING PARK & VACATED LAKESHORE AVENUE HENNEPIN COUNTY, MINNESOTA (953.7) S �0_ 61 /mow P - QJEORONO COPY �^O `95g3 p� SOX FROM+ 5E0 .-;- (s8a.655oA�WA (955.8)' \ (C) / PROPOSf_D DRIVE AY 0 ® \ A��- WALK 6 (D R a$ \ S�B> P � PROPOSED; 9, (952.s> PROPOSED ELEVATIONS PER ARCHITECT (verify) E 0P OF FOUNATION \ VATION REFERENCE,-S� HOUSE 43185 1) Garage (A) Ro°►� \ / c9 s S1T���Ggyh y \ / 2) Top of foundationvious 3) Main floor_4P E�AVEi� PAT / \ 4) Basement = 945.8 ) `�� \�' s a SRM 95 �J AVERAGE BUI .,NG EXISTING': \` SETBACK LINE G\,gyp-, � / HOUSE cFa ^ /\/ PROPOSED SILT FENCE / J/ - 3165 ,I,\ s / SETBACK LINE STONE l / / / •/ / °•i : l: s " •- ' ` / / BORDER (M) / K 10" LOCUST /SURVEYoE Eo( ) LINE PROtSOSED LEGAL DESCRIPTION OF PREMISES (per Certificate of Title No. 1213) // X// // /O� (�� �� Lot 35 and the westerly 1/2 of Lot 34; and �.� / / /� PROPOS�F'D STONE �:;� ,:DECK All of the land lying between the above described property / o / STEPS W/PAVERi and the shore of Lake Minnetonka on the South, and between //// // / �// DINGs�N� COP ,5 the Westerly line of said Lot 35 and the Easterly line of said Westerly 1/2 of said Lot 34 produced Southerly to / / // / / / / / / / / / g�2 '-..929.4 CONTOUR said lake shore; / / / / LINE (O.H.W.) / i / / �p // / /%�pP // / RSP All in Spring Park. / • : denotes iron marker found / j/ / �// // /'/ ORONO COPY (955.3) denotes existing spot elevation, mean sea level datum / / // LAKE denotes proposed spot elevation, mean sea level datum — —948- — -: denotes existing contour line, mean sea level datum Cy of Orono MINNETONKA Planning & Zoning Plan Review denotes proposed contour line, mean sea level datum Site Plan Review Date: —5 Bearings shown are based upon an assumed datum. PROVE property, the location of an existing house and garage, to be removed, Staff: U r'r .�' A L a n L l and the proposed location of a proposed house, driveway, walk and grades thereon. It does not purport to show any other improvements DEC 3 1 7015 or encroachments. 15289C2.SCJ CITY OF OPC%%' C� DATE DESCRIPTION G R 0 N B E R G AND S S ®C I A T E S I N C CONSULTING ENGINEERS, LAND SURVEYORS, & SITE PLANNERS 445 NORTH WILLOW DRIVE LONG LAKE, MN. 55356' 952-473-4141 I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. - ` SCALE 1 "=20' 4-15 ADJACENT PATIO SHOWN 8-18-- 15 PROPOSED HOUSE, DRIVEWAY AND GRADES SHOWN 8-21-15 REVISED AVERAGE BUILDING SETBACK LINE DATE 7-7-15 10-8-15 REVISED HOUSE (SHORTENED 1.5') 10-14-15 HOUSE REVISED 10-30-15 HOUSE REVISED 11-24-15 JOB NO. 15-269C 12-15-15 DRIVEWAY, WALK & PATIO REVISED AND PROPOSED DECK STEPS ADDED Mark S. Gronberg Minnesota Licen Number 12755 12-18-15 15-269C 51v5 CM Circk-- z�o15 - o15aq of WWAA_*LK