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Home My WebLink About2015-00399 - 12x12 addition � � CITYOFORONO * 20 15 - PJ0399 * ' 2750 KELLEY PARKWAY DATE ISSUED: 04/29/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3630 EILEEN ST p�� : OS-117-23-21-0013 LEGAL DESC : RIEDEL CO STUBBS BAY ADDN : LOT 003 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTNITY : 434-RESIDENTIAL VALUATION : $ 55,642.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMB[NG,MECHANICAL,ELECTRICAL(STATE) 12 X 12 ADDIT[ON NOTE: PR[OR TO RELEASE OF ESCROW MONEY,AN AS-BUIOTL SURVEY MUST BE SUBMITTED AND APPROVED. THE AS-BUILT SURVEY SHOULD REFLECT COMP��OF ADDITION AND LANDSCAPING AND FINAL GRADING AROUND DETACHED ACCESSORY STRUCTURE. INIT: S, APPLICANT PERMIT FEE SCHEDULE 763.12 STATE SURCHARGE(VALUATION) 27.82 SUSSEL CORPORATION TOTAL 790.94 654 TRANSFER ROAD Payment(s) 16B CREDIT CARD 0873 790.94 ST. PAUL, MN 55114- (651)645-0331 Minnesota State License#: BUIL-BC001934 OWNER MCCUTCHEON, MARK&JAYME 3630 EILEEN ST MAPLE PLAIN, MN 55359- 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 addi[ional 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 permit will expire and become null and void if construction authorized is not commenced wi[hin l80 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 is responsible for assuring all required inspec[ions are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. �`" �� .��!�/ � �. ' !�I� �� -C l� �'l l� Applicant Permitee Signature Da e Issued Signature Date City of Orono � Building Permit Application '��' D�� for New Structures or Additions Mailing Address: Permit number: Q/ -�(' �Q A>O PO Box 66 `V Crystal Bay, MN 55323-0066 Date received: �-'��l l.s Street Address:' I / Received by: /�� -` 2750 Kelley Parkwa �I�✓ g ti�, �' �I� � Plan review fee: C. Orono, MN 55356 `qKfSHO�� Main: 952-259-4600 l Total Fee: ��`5-�� 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. (P/ease print) GENERAL INFORMATION: Job Site Address: .•?-,,�� r->.r�� •— Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No /f yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficienF on-site parking is availa6le. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: -��s'-=-�r� l__=.;Zy`� State License# ?-�,�� - ��,c;� Expiration Date: `��j�_„�-��,^ Phone: {�;��(cell) �1 -Z?„�; . �.��.� (office) I-__>^/ _ �C��:-� �� Mailing Address: — � . Cit : `--. {}�.,�_. ZIP: .�_ Contact Person: ��_�_��, Applicant is: ontractor �/ Homeowner (Circle One) Email and/or Fax: _ ' � �� ?.._ �-�`�_�,r� t� � -�� -.:� PROPERTY OWNER INFORMATION: N a m e: �•-�.c�v��-�� G`��.-E.t�=-� Phone (day): �r;�- �j��- �h� Address: •�,cc -�� y�r,.�,�^�1 '��C City� �.c.t� ZIP� -�' Email and/or Fax y � r ARCHITECT/ENGINEER�NFORNJA��: Name: �l� Phone (day): Address: City: ZIP: Email and/or Fax: r--(�,.c�i�-+-��.:�.>�...�:�.�s.�i�.x;k=.5� CY'z�= �-E�� PROJECT INFORMATION: Description of proje :i�-i� t Zx c� „�°..�a. �'3..t._ ��. i,.�j-��_'� 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction �Single Family with ❑Accessory Bldg./Garage �Addition attached garage ❑ Deck ❑ Public Sewer Accessory Building �'Single Family with ❑ Office/Commercial ❑ Relocation detached garage esidence ❑ Private Sewer f�Other: (specify) c�r�;- i�,C� ❑ Multiple Family/Condo ❑ Retaining Wall(s) ��"' �� ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑ Commercial ❑ Storage MCWD review& permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) ❑ Othef(Sp2Cify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ' '�-�r�-��. Packet Last Updated: January 2015 Page 20 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensio�s(continued) 2.Type of Construction a. Length (ft.)= i�—� Number of bedrooms= �,Wood/Frame r b.Width(ft.)= 1f---- Number of garage stalls: ❑ Masonry Areas in square feet Attached= ❑ Metal c. Basement= l� � ❑ Pole Bldg. �„3 Detached= ❑ ICF d. 1S'Story = l�.'3� ❑ On-site Prefab e. 2"d Story= ❑ Off-site Prefab f. '/�Story = ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclosed Applicable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Completed A lication Form � ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set � ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size,to scale (meetin ALL surve requirements) � ❑ 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 ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privac Adviso 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 alternative but to reject it until it is complete; • Acknowledges the EscrowAgreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Si nature: «�� /lJ. Date: �-1 l'"� 9 Owner's Signature: Date: Packet Last Updated: January 2015 Page 21 �L�,l� �E�iE1IV CF�E�K��T FO� ��W �TE�EJG��F�� / ��0l�� Adciress: � �'� �� J i � �i� Permit No.: �� ` (�� •� � �� Description of work: l �..�� Date 12ec'd: Septic r��riew by: °`-�v� � Date Approveci: Zonin� re�+iewr by: �� .,..., Date�►ppro�red: > 'L � .s Buildmg reviev�r by. . Date Approvecl: •�t' � Gradin review b : � � ;, 9 Y Eat�Approveci: "� �T �� Zoning �istrict: �.-��' Zor�in� File#: B2eso#: f�eso Date: �' Zoning: Lot/�lrea: ��, B � �/AC 1Alidth: Lot CQver�g�: SF % � g � Survey Submitted: �Yes � No �ate a��urvey: �(� ` `�°��Revised date(?): ��: Proposed Setbacks: ��` Front (Lake) Rear(S�e�t� f � � E � ? ( � S E � ) Qther�uilc�ings Wetlan8 Si� Side �-� (Q e � �f �° �' � Defined Heic�ht: Peak Height: FFE: FFE rnin�s 6 feet = (Existing Contour = Perimeter(linear feet) = 50% = L.F. belovN grade #of Stories � r FOR A BUILQIt�G WI'Pki A BASEMIENT OR CRAWL SPACE: �`< �q ��.. )N; ' ',.?-k:;�� _�'�1�� .�..��l`-�� The distance between the lowe:(�� 'y � � stance between the top of START WITH floor(of the basement or crawl: ;wf.� .�.�- , , r„�' id the highest point of the " the highest point of the roof. ` � �'" '�'`'w�� ' ' � �L1W' �t�'Gs°c `�__ t�,�6�.��.,j � ? If you have a... �i iave a... .� ;ABLE OR HIPPED ROOF • GABLE OR HIPPED ROC no windows): Subtract half windo�s}: Subtract half tt +� ne distance between the beiv,�een the highest point ;ighgst point of the roof to ,.To the low point of the corr SUBTRACTION �� gable or hipped roof oe 1ow point of the orresponding gable or (BASED ON ��- . GABLE OR HIPPED ROC �ipped roof ROOF TY��/ windows): Subtract half tr ;ABLE OR HIPPED ROOF between the top of the hig with windows): Subtract �,, / window and the highest pc �alf the distance between � ��/ p . roof 7e top of the highest ALL OTHER ROOF TYPE vindow and the highest >oint of the roof mansard,etc):No subtrac �LL OTHER ROOF TYPES ` SUBTRACTION Subtract the distance between t flat mansard,etc):No �• (BASED ON basemenVcrawl space floor and ;ubtraction. EXISTING highest existing grade adjacent e distance between the top �- GRADES) foundation OR 10 feet(whichev� and the highest existing EQUALS Defined building height adjacent to the foundation. EQV1kL3 Defined building height � Shorelarscf �'sstrict NCCWD Permit �verage Lak�share Setback g�uff hlf�t� �es � �o Permit Number. � Yes � No N/A � Yes No N/A—see attached Setback: �;; Stormwater Quality Existing Hardcover �roposed Qverlay District o Fiarc�c�ver Variarrc� �€�quirec� CE1P Required � Tier circle one ��a and sf} %and s � ,� �.��(? �•� � Yes No � Yes � No 1 �' Z j� 3 4 5 -� t�,�� '�� TYpe�S)• TYpe(s)• ,� Updated: January 2015 z:\forms\plan review checklist 2015.docx RE1I�ARKS (in-house): Fees to be Char ed YE� NO P�rmit �'' F{�n Review ��-�" State Sureharge �"'' Investigation Fee S/AC—I�umber of SAC Units Other(specify) ' S uare Eoota e $ er Square Foota e ` Basement X = $ 15'Floor X = $ 2"d Floor X = $ Garage X = $ Estirnated Construction Value: � �S�O� �-� i � Orono Inspections I�equired Work Requiring Separate �ermits Requireci State �ermits f � a Site Plumbing � Graciing / Filling � Well ; � Silt Fence/ Erosion Control Mechanical C� Fire .� Electrical � Hardcover Removal Q Septic E� VVater Cannection Footing � Fireplace CJ Sewer Connection C� Poured Wall � Masonry � Lauvn Irrigatian ey � Mfg. 0 Landscaping Faundation Waterproofing � Other(specify) � �' Framing `� ,�lnsulation /�s-B�ilt Survey ° C� Final r' � Other(specify) 1 REMARKS (in-house): �Ue� �� "�/�� ¢ t °�y �-- E � d � Q � d �'�. Other Review: �eviernreci by: �af� R��r000ecE: �4cces�: Exist€ng: � YES CI NO f�ew: � Y�S � NO OFFiClkL REEt�€�.I�K� -TQ �E C�TE� QF! PERI1�ilT AND lf�iTl,4L�EQ �i�� S�- �� i � E f� � �� Updated: January 2015 z:lforms\plan review checklist 2015.docx DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. ��`'-�=��–. ��--`—'. r�e=� �—=-�� First Middle Last � �(i�4 � � � - _ '�� t�� Address -� �� i'�� , �"'4 L� . ^>� ��Q--- ��lj�J —�Cj�-�� `'�� City State Zip hone I understand my rights as stated above. �'�.��<�'� Sig ature Packet Last Updated: January 2015 Page 7 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � - Completed Application � `� Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 �. Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a �� copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting equirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: Permit #; Packet Last Updated: January 2015 Page 2 City of Orono �oNo Hardcover Calculation Worksheet y�j ` Property Address: `��_��J �L� s.�� r,--�d y — `1t�SMOFk Prepared by: -� Date: !��%� � . � ��L�� 2� 1'� Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 'Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing 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 separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Surve (Square Feet) (Example (Garage) (24'x 30') (720 S.F.) q -- _ �-j. .� �. .�`� �� :.=ti I�c�- S.F. B i'. - � '' j c::� S.F. C cC�� - � S.F. D + S.F. E ;� 2. ` "'� S.F. F ��-=s a `�"7 S.F. � _ -' =3�1 Z S.F. H ,� �' S.F. I S.F. J S.F. K S.F. L S.F. M 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 Existin Hardcover ""7'<.pL�.� S.F. Excludable Hardcover See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 "7�7 S.F. 4 Total Lot Area �' S.F. Existing Hardcover Percentage [(3)=(4)] �G--r % (Proposed Hardcover next page) Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 16 City of Orono �on,o Hardcover Calculation Worksheet � , Property Address: „� �. : _?�l�� s�=- L c___��.c--t„r� ``. ,� � � � `'+�SMo�t Prepared by: a � Date: � ( �'�..�� k'--�' '�, � � Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 � ier 3 Tier 4 Tier 5 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 s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Gara e) (24'x 30') (720 S.F.) A '�w — 'y_ra., s-=.-_ :�-�-- � !�' — ,Z��-%4-- S.F. B f •� , ,_ '.;,�.:c� S.F. C - °� S.F. � S.F. E � S.F. F y. . S.F. G - 'e`c; !'� P� ' S.F. H a � S.F. I � -- `2 �2-r-L..3 S.F. .1 — �. S.F. K S.F. � S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. z S.F. 1 Total Pro osed Hardcover ' _�'� S.F. Excludable Hardcover See Cit Code Sec 78-1684 : 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 S.F. 4 Total Lot Area �' �-� S.F. Proposed Hardcover Percentage [(3)_(4)] �s� % Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 17 Bob Schwab From: Lauren Sampedro <Isampedro@minnehahacreek.org> Sent: Thursday, April 09, 2015 9:30 AM To: Bob Schwab Cc: Melanie Curtis; Christine Mattson (Orono) Subject: RE: Proposed addition at 3630 Eileen St., Orono, Mn. Good Morning Bob, I apologize for the delay. I have reviewed your survey and determined that the proposed room addition does not trigger the District's rules. Since our rules are not triggered, you won't need a permit with us for this project. Please feel free to contact me if you have any questions. Best, Lauren Sampedro District Representative Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4580 -----Original Message----- From: Bob Schwab [mailto:bobschwab@susselbuilders.com] Sent:Tuesday,April 07, 2015 8:36 AM To: Permitting Subject: Proposed addition at 3630 Eileen St., Orono, Mn. To Minnehaha Creek Watershed District, Attached is survey showing proposed room addition to be built at 3630 Eileen St. in Orono, MN.. Please review and notify myself and the City of Orono of your findings.After having had a permit issued to build a detached garage at this same property last year(2014), I believe your findings will be the same. Please review as soon as you can. I hope to be applying for building permit by the end of the day Thursday April 7, 2015. Thank you, Bob Schwab 1 �� L� � Minnesota State Energy Code Calculations and Mechanical Code Requirements Form � Additional copies can be found by going to: http://www.dli.mn.qov/CCLD/PDF/sbc 1322 cert.pdf i►T1141.8 CeraScate Builders Namel Compan,- Date: `� Site Address: ��'a� �L�'—Q=��''� `_�-Z, ''• `��` Contractor Nanie: "� �' `—�� —"�.—' Llicense Number. ��'-��cr Locafion Typt a Instal/erl Ty�e Locatior� Siz� Insu/ation R-Va/ue M�ceu Aj� Roo Ceili - �_.� Combustion Air Walls �.�-�.� �'�► �'' `- t W�ter Hea#i Slab- -Gradc Manrifa�c[r�sier JNhdre,! oor Ducts Outside of Cooditianed oes Rim - -L e� I^oerior� �a a *a lcxation R-Vahse Fou tion Wal Irrtitrior.Exlee�ior or Irmegra) Avera U-F N /a� t in coeffici�t ive Active Fenestration�- 4 �,Z Radon Con > -� T I Rati AFU Manuf rier a/ u!� t ss Heatin 5 .� . — r 4-11' -�� T Rati SEER Manwfa ner !'9�ode,l !i aad Heat Sain Cooli 5 em �• rL� L.i�'s -'� � T [ac�ation Continoous Vrnti/�tian Tota/Ventilatfon Mech�ical Ventil#ioo Packet Last Updated: January 2015 Page 19 ' , �� °�� ' � 203 LITTLE CANADA ROAD � �� ' ` ' �' # `� SUITE 280 SAINT PAUL MINNESOTA 55117 , TEL: 651-490-9266 FAX: 651-490-9265 c��o��t� � ��o /ROFESSIONAL ENGINEERING CONSULTANTS INCORPORATED April 8, 2015 Bob Schwab Sussel Corporation 654 Transfer Road, Suite 16B St. Paul, MN 551 14 Subj: Structural Review 3630 Eileen Street Orono, Minnesota PEC #4177 Dear Mr. Schwab: This letter concerns our structural review of your plan to construct a new dining room over a new basement level area. On April 6, 2015, we received a copy of your plan for alterations and new additions. You requested we provide review and recommendations on the following: 1. Connecting the steel beam to the wood column supports. 2. Point loading from the new steel beam over the existing steel beam. 3. Footing recommendations to support additional column loadings at the inside corner of the new basement area. 4. Core filling required in the concrete masonry at the inside corner of the new basement area. The new steel beam supported on wood columns should bear on steel plates between the top of the column and the bottom of the steel beam.An approximate Y4" gap sho�ld be allowed at each end of the beam and adjoining king stud. The web of the beam should be blocked verfically in place with steel angle sections 1 '/2" X 1 Y2". Each angle section should be connected to the king stud with two lag screws. The point loading from the end bearing of the new steel bearing can be carried by the existing steel beam. We recommend increasing the size of the footing at the inside corner of the new basement area.This can be accomplished by underpinning the existing strip footings. We recommend adding an additional area of four square feet outside of the existing continuous footings. We recommend a minimum 12" footing thickness and it should extend 2' in each direction from the existing outside corner of the continuous footing.The footing should extend 8" underneath the existing footing and the top of the footing should match the top elevation of the existing footing or greater. We recommend reinforcing the footing with #4 bars at 12" on center in each direction. We recommend core filling the 8" concrete masonry foundation wall 2' in each direction from the inside corner of the new basement area. Respectfully, Professional Engineering C nsultants, Inc. ��'"� ��4�� J n F. Gislason, Jr. P.E. ,��:t~,� � � "��.,(>�=d��.� /''F t«3��' ��ao�• ' , � q�a Doa � �_ .,y� o 0 1��.Jo�, `�:��,��+�ro�. 3�p �y e „ 0 +.�''Si�'s�°u3�d�2�,��.o e „ o �'1i'�y�31^`�'�� n - .� s.,�a ;� y .'°;�� t��;:,,xt �JB��A�';t �.,i � t�+-:,�^, `,,�;;,,-h,,,'`'rer�� 4''.'t`:�"r��;,;a�fe�*�jrv �s.:�. � L;ts' --s.x'.:`r�' � c7� � DATE TIME� / CI OF ORONO CALLED IN =�� INSPECTION NQ I�E ��/+� SCHEDULED ?��lo/S � PERMIT NO.�� .�-�J�J �7 OMPL�'TED ADDRESS 3�� -�'/ Sf Y-C� OWNER E EPHONE NO.�S�a3�-�-�3 CONTRACTOR �5� � �"�CJb �l�/2t�� ; DESCRIPTION �✓� , � ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON S�AB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVEFi REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O �. � O � W � Q � W � � � W � j GW �7 WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY �u O G CORRECT WORK,CAII FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours i advance. ( 52 9-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File � Canary CopylSi e Notice C � �� DATE TIME"� CITY OF ORONO ' CALLED IN INSPECTION NOTICE SCHEDULED t o : .�.� PERMIT NO. `L.D 15--C.d��OMPLETED ADDRESS �� 3� �j 1 e� ,�,�j- OWNER TELEPHd1�1�T0. CJI' —US(o3 CONTRACTOR �l�-SS-2- � �YIS+ - �: DESCRIPTION �� Q� � ' � ty,'�QOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL F�NAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE � ❑�PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: . c� /+ �Q✓ , a �� t�✓ ��il(�i lo r � ��'� ,t7�4 rl o � G6 r�,e✓ k�e . v� c��a .� � vc� i� � � � ' �o� ,,t . �l e�,o,��N.' _ O � Q ��L G l�l �f ` J��C�GiCCs � ��c � � � 2 � /S�.—� �G/ � � � a ��RK3PlTiSFACTORY:PROCEED ❑PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O G CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 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I �x 9532 � . y`4' ,\�� ,` •� � , I ` �I ' •h, ,,',• ;\ . �� '�. x 97..2 Existing Hordcover {squa�e f�e� Proposed Hordcover ��rare feet Descripfion (supp(led bv elien� ;�ouse 2,it�� - �•.,,�;.,�-� Goroge 1,2pp • �o� 3, Block 1, RIED�'L COMPANY STf'1&BS BAY Bifuminous Driveway 2,gn7 � Arop�sed Bituminous 231 � ADQITIGN, according Ga the �ecorded plat thereof� I Deck & Steps 392 House ,��p¢ �`lennepin Coun fiy, Mrnnesota. �ub�ect ta any an.d � (over pavers) � Bituminous Drrveway 2,9fi7 0!1 epsements of record, Po ve�s 3'17 Q , 4�'.��r�,�ro��„�c:.Ci� I Concrete Step & Walk 454 � �,��, ) Retaining Wall � 43 � Landscaping .287 ��'V�N ' �`s,vir��„ y.��1,y�,sLy� � SCALE i, . � ConcFete Step & Walk 454 �� 0 2o aa Bo �j �"t�J;�r�c�;-Y.:��. t�s Refainrng Walf 43 . � � � /�� Landscaprng �3T IL o t Area 89,155 r / ;�:..,;�r'3��i �d�7�z,n rdv . , ''7r�,� �. inch = 4•� feet N}� Lat ,4rea � G Toto! Hordcover ��o �g;�'�5 ! �J �`` f . L� }�', � � Total !-(o�dcover �`'�/ Bearings basec� on assumed dQtum. . � v � . � � Job �Iumber.� ?�7.� i m f I hereby cerEir`y thdt this certificate of survey was � � � q�� prepored by me or und�r my direct supervision and Book/Pac�e; 7�j''25 � � that ! am a� d��L egistered L Surveyor ur�der t�e � � /J �j �"J,��/'�"''��" laws of t � State of Mi ot . � Survey Da�e: 5f20/74, 5f21/14 � l�4�tl � �lL...D 9 Df��✓IL� � U ; � �� ,�v �/ . Drawrng Nrrme: McCutchean � I . �11 V`�. -..��,��?�C__� ��%'�'�--�� Dra�vn by. DMS • . Pau! B. Schobor ��' � Re vis�ons: �; 763-972-3221 8997 Co. Rd. 73 SE' �{� ^ � . rvww.SchobargLond.com Delano, MN 55328 Q��: ��'�� f-� �� Registration No. 147Q0 2�� - `� , �� r �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDU�ED � �.�_ PERMIT NO. a o►S�d V 39� COMPLETED ADDRESS�1,�,.�L� � l�l�e�h �-�- OWNER TELEPHONE NO.�� 3 ��7�r9 CONTRACTOR Ma.��-t C'�l �v�--�'�" � DESCRIPTION r �� a-�v�`c�v ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL I J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMM ENTS:_ � ��c- �`�� r � ^� - !� � � a 1�c � L o � . �rw�-� -' �lc�,,,,�Os,� �� ^ .� �. � 10e✓wt r 0 � Qa- !1 P� q 4_s /��t e �,r- '�'�s� � c rt SO�c7�c.� 2 0� q4s /.•�e�-�'o�G's a/=• P. ,, �te�c�ooc � �'��6/-f rG•c � . . , ��nv i,�� e.� .,��r�� l�� lle.d'i �G 6 i�, ;�'Op r � O�S�g G a',F L z� �f�ST w1 �� W ❑VYORK SATISFACTORY:PROCE D ❑ PROJECT CO PLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑�STOP ORDER POSTED.CALL INSPECTOR �iNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. / � Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractoron site: ��K Inspector_ / �-' White Copyflnspector's Ffle Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC,� SCHEDULED PERMIT NO. ��/.�` '�.� COMPLETED 3 Z f f��,7'" ADDRESS �J�� ,�r>2en :.5'�'��e f OWNER TELEPHONE NO. CONTRACTOR ��i� U� �`7�'�� i�� DESCRIPTION q � �� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v ❑ FINAL ❑ WATER HOOK-UP OLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ OUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTMCTOR TO MEET YOU:_YES_NO c�., COMMENTS: W � � l/(/ �, 0 �� / � � � C� e Cti `C. � O � W � Q � 2 W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� r on site: Inspector: White Copyllnspector's Flle Cenary CopylSite Notice � � o�T TIME � CITY OF ORONO CALLED IN -L�� INSPECTION NOTIC SCHEDULED � —D I /!e /.' D'Z� PERMIT NO. � nn �Eo ADDRESS OWNER TEL HONE NO. CONTRACTOR 'e. � DESCRIPTION � � W ❑ FOOTING ❑ DEMO- AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ R ON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ AMING ❑ MECHANICAL FINAL ❑ RATED WALLS INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W a � J O ). o� O � W � Q � 2 W � W � J d � �WORKSATISFACTORY:PROCEED OMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ E CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. / Call for the next inspection 24 hours in advance. �9 49-4600 � OwnerlConUactor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: July 31, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit #2015-00399 pertaining to 3630 Eileen Street is complete. Please refund $2,500 to the applicant, Mark McCutcheon. Mail to: Mark McCutcheon 3630 Eileen Street Maple Plain, MN 55359 w:\street files\eileen street\3630\escrow refund 2015-00399.docx As - Built S u rey \ \ Site Address: \ 3630 Eileen St Prepared for: Mark MCCU tch eon �� Orono, MN 55359 x 6.6 x '39.7 � 11� J 'C• Co Legend • Found Iron Monument '� x 9 1N•. >"-. •O Set Iron 71 jf (LS 14700) I S 80.,0,, 39" \ x 000.0 Existing Elevation E 182.94( p/, 957.9 TEL Telephone Pedestal 940 �G� _r"" _ f I-- \ * .� N !/ /� i S • 941.8 9-- x 947. 1 0� 'S3. /, / / �� -9�S 950 1 x 95 /`' J F l ----"-----, 952- 1 1 x • 5.2 � �___--------9541------- --..9J4� J / g59 • f0 11-g56-1958---------'-' 56-� ---'--r / - i �/j --'"� ________Jr„----- 960 i� - Power /1 J / / /`� g62 // � -- t J x,955.5 .r"'�~ 1 __ n� �k r/ - - 66'-- g r -96:36: g5 g / / s ----------------7t ^ 96 7,, ,-Powe \ o 5� J-\-6� X90 �/�/ P• 9 f9 g6'6 ' rN Fire Pit- --yt�(c • / oa, / 9667 f95 .30 � 'CnC::, s X/ Z 14inch g65 3 i 30.1 a �+ 615 r•„o0 9 oc/7- Z03 g65' * Garage/u .F96 \ **-- 0 � 0 1 I F// 960 N 0 964. x 1 °o. N i" 959.7 r- Paver 1 '� 30.1 60.) Q Patio 1 .. ..:. 33 6 T '."Concrete` vi 946 d' 951.. 965.3 ��41 1 65 6f N 1 .6• `.- g q.' 0 x 970.8 6 9 r �0 / 963 7 x JF4!4 j 965.4 8 2(0 30.7 a } E x 965.4 �%G y,� A /�� 'S •o �. /950 fI//412 /xss3.2kt.7 - J/ -fes 1960.4 9� g67'• `^i 1\� / tk 966. 961. ("- . .. -te ��We// ;�c11) �/ 95 // Walk & Steps�� h 0' (� lam` c_ Reta/ ing ----- e4 ir l J/ 0 2 1 Wall /' v rf,„, x 972.2 1 , / / / f _Pi 99.2x952.3 e O/ I 1 x 968.3 1 ,� , • \\� x 9" 4 J x�67.1�Z a t�( O x 971.5 �\ ' fJ 0 . 961.7 x 0\ (c) �R 0 1 C1 i g _ g � x 977 3 i eme�t y-, ; atainin 2 1 Eos , . / I l. .5k� 970.0 (..„ `• i, • 10%.11)111 pR, 973. x 948. 1 h��•f� rt ,- Edge lof 1 HR=9'6.3 80,5%.90 1 �� •1�' Bitu inous x 966.6 20 28N.;°S.) 22 /Yo r+ t r e e t I I • 38(P1 r t) 931' ,(�. `� Benchmark: \ _ �4x 97�.t� Top of water level on Lake x 972'7 Minnetonka 5/21/14. x -69.8 Elevation = 930.33(per MCWD) 'ti W Existing & Proposed Elevations: ( .1-4 Garage Floor = 965.5 Proposed Hardcover (square feet) x 974.2 First Floor = 970.4 Garage 1,210 Description (supplied by client) Basement Floor = 966.1 House 2,245 Lot 3, Block 1, RIEDEL COMPANY STUBBS BAY ADDITION, Bituminous Driveway 2,663 according to the recorded plat thereof Hennepin County, Deck & Steps 466 Minnesota. Subject to any and all easements of record. (overs pavers) As-Built Elevations: Pavers 340 SCALE Garage Floor = 965.5 Concrete Step & Walk 874 RECEIVE 0 20 40 80 First Floor = 970.4 Retaining Wall 43 Basement Floor = 966.1 Landscaping 287 8,128 JUL 20L 1 1 inch = 40 feet Lot Area 89,155 Total Hardcover 9.1% CITY OF ORONO Bearings based on assumed datum. Job Number: 7779 SCHOBORG l hereby certify that this certificate of survey was prepared by me or under my direct supervision and Book/Page: 78/25 that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Survey Date: 5/20, 5/21, 7/10 (2014), 6/19/17 LA D SERVICES f Drawing Name: McCutcheon.dwg 'NC - /�'' -_ Drawn by. DMS Paul B. Schoborg Revisions: 7-24-14 (correct drawing scale, 763-972-3221 8997 Co. Rd. 13 SE Date: -K4 �( show monuments set & found on 7-10-14) www.SchoborgLand.corn Delano, MN 55328 �7 Registration No. 14700 7/5/17 (as-built) 34030 Q 4- / /1- W(,--I S KV U4 LOKio -cx3caa7 t- 2.010 -Oitt o