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HomeMy WebLinkAbout2016-00533 - new structure . � .r: � ` CITY OF ORONO * Z 0 1 6 — 0 0 5 3 3� 2750 KELLEY PARKWAY DATE ISSUED: 08/04/2016 ' ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 940 NORTH ARM DR PIIV : 07-117-23-11-0014 LEGAL DESC : PIRATES COVE : LOT O10 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 145,000.00 NOTE: THIS IS A MANUFACTURED HOME SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,ELECTRICAL(STATE) NOTE:PLEASE SEE AND IN[TIAL NEW BUILDER ACKNOWLEDGEMENT FORM RF.CLAIM DEMO CREDIT FROM PERMIT#2011-01568 12/27/11 APPLICANT PERMIT FEE SCHEDULE 1,393.42 STATE SURCHARGE(VALUATION) 72.50 VILLAMIL CONSTRUCTION CO. TOTAL 1,465.92 5535 COLINTY ROAD 151 Payment(s) MINNETRISTA,MN 55364- CREDIT CARD 2241 1,465.92 (612)221-7511 Minnesota State License#: BUIL-20633780 OWNER OLSHANSKY,ROMAN 76 KINGSVIEW LANE N PLYMOUTH,MN 55447- �j�"V � � C'�`-'�_ AGREEMENT AND SWORN STATEMENT /�� W� The work for which this permit is issued shall be performed according[o the approved plans and speciYications,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 r� permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if 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 Bu'ding Code.This permit may be revoked at any time for due cause. � (;� � � , pp icant Permitee Si a re ate ssued Signature Date � � �� ' � ' � Builder Acknowledgement Form Permit #2016-00533�40 No , Arm �rive Builder Re resentative Name: c.c.�.� � p U� cw�.—i; ` ��Fla-�.n���l .Gr, Permit Conditions: Initials Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to � inspection. � Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. �� No underground sewer within 20 feet of well. � � Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations �-, � must be submitted and approved. ��� In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of -�'�/ Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. x �� Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a �. / separate Zoning Permit application to be submitted and approved prior to the work y�•� commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the � height of the lower wall require engineered plans and a building permit to be submitted and � approved rp ior to construction. w:\street files\north arm dr\940\builder acknowledgement form 2016-00533.docx r � � !� � � � ,�� � 9� CITY OF ORONO / BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS � �� �O A T MailiPO Bo�r66. Permit number. L �'� �Ch� � •v� Crystal Bay, MN 55323-0066 Date received: �`"� �'�'�(D — „ eceived by: !�-+' �_ `� Street Address:' � _._-._.__— '�,` ,\ ti�, G� �lr 2750 Kelle Par � �'y�� � lan review fee: ' � '� Y �Y ��, � � �' , '�j Orono, MN 55356�'�,� � � _________. _._._ / `�'FfSHO�� �/ __ _._._ Main: 952-249-4600 �'�` - To�aT�ee:r c�� 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: 940 North Arm Drive, orono, MN (PID# 07-117-23-11-0014) Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No ff yes,a specia/event pe�mit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demons6ates sufl`Icient on-site parking is available. Non pemtitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: villamil Construction Co. State License# BC633780 Expiration Date: o3/3i/2oi� Phone: (cell) 612.221.7511 (office) Mailing Address: ss35 CR 151 Clt : Minnetrista ZIP: 55364 Contact Person: ian villamil Applicant is: Contractor Homeowner (CircleOne) Email and/or Fax: �-,�,�V�1l(.�,M,,I Q�mai G f o;rv� PROPERTY OWNER INFORMATION: Name: Roman Olshansky PhOl1@(d8y): 612.296.0409 Adtlf@SS: 14545 7th Ave N Clty: Plymouth ZIP: 55447 Email and/or Fax romanolshansky26C�gmail.com ARCHITECT I ENGINEER INFORMATION: Name: Kevin Factory Home Center Phone(day): so�.644.21i5 Address: 2s5o2 State Highwav 55 East City: Paynesville ZIP: 6362 Email and/or Fax: kevin@factoryhomes.net PROJECT INFORMATION: Description of roect: ��'' E, `�`` ��`� �� �� � ����` 1.Type of Project 2.Proposed Use 3.Structure Type � 4.Sewage Dlsposal 8� Water Supply ❑X New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck X❑ Public Sewer ❑Accessory Building � Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer � Other: (specify)Manufactured hom ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water *`Any earth movement may also require ❑Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse � Private Well �n�nah,�.....�_,.,--- � �-- ier: (sPeci�Y) � Other(sPeci�Y) Manufactured Home t��� � � � �� ,," ,�_-�___��� ���� ��, �, °°CONSTRUCTION CO.,� � --- - d� a 145,000.00 5535 County Road 151 Minnetrista,MN 55364 Cell: 612-221-7511 LEED ianvillamil@.gmail.com AP www.villamilconstruction.com t � ' i , � ` l STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 1 jjj'� / 'tCi l a. Length(ft.)= 76 Number of bedrooms= 4 2. Occupancy: p�G�'"t'"�_=-=�_ b.Width(ft.)= 3� Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= � � K� c. Basement= Detached= � 4. Type of Construction: d. 151 Story = 2 2 s o e.2"d Story= 5. Code Edition: � ���7� �/'�_�� f. '/Z Story = g.Total Area= 2 2 s� 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 lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code R 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 ftom MCWD statin no ermit is r uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ 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 5500; • 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 govemmental 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 510,000 escrow to ensure completion of the as-built survey and all site improvements. _ ; (����Z�� �t..� � � 1/-, Applicant's Signature: J !� CC L��; I �Date: " � � Owner's Signature: Date: � � Last Updated: January 2016 .. ' �1��.4�; ��`�t�tl�i �[C��rE"��C�� ��� ��� ���C�'6s��E��� � ��@�Y��G�[C+� r 4� 0� P�d N� 1?�i 20 l t� —OC�5.�3 adc�r�ss: � N pem,�t t�o.: � E�escr�ption df�ork: � � �� D�te Rec'd: �' ��' � � : Septic ceview by: . �'cN�� '�--VV � �at�Approvecl: —"'"'""— Zoning revie�bY� �ate Approved; � '� 'f _ � Building review b�: Date/�pprovecf: Z C Gracfing revie�nr bY� � Date�4pp�aved:_ �,T.�n1�6 - �or�ing Distrtct: �-�� Zoning FiI�#: Reso#: Reso Date: �-. �T �' - � �oning: Lot�area:�_�� �,�T�/AC ' �lidth: Lat Cov�rage: � SF �� � �� ` � �unrey Submitted: Yes i� I�o Date of Survey: �'" ��� � � Revised date(��• i Landsca�e plan submitteci? �Yes �t�o Lar�ciscaper: �! � Pro osed Setbacks: . � 5��,�U�Q`� U � � ' Fr t(Lake�� R c(Street� ( S, E 1!d�j : ( RI �S E W 1� Other Buiiclin�s {�Uefla�nc� � � �tcfe '`�i�e ; ; , s � , �5, ��� Deffned H�ight: Peak H�ight: FE: mir�u - . .�$ a � Per�meter(iinearie�t}= .�-.---_.."'"� 5�%._. �.._ ..�...,_,-�; ._� � ,,,..: L.F. below graci� � . sem Yes , � a..y�---�.�,, , ' FOR A BUIlD1NG W{TW A BASEMENT OR CRAWL SPACE; FOR A BWLDING ON A SLAB-FflUNDATIbI�l:. The distanc�beMreen the lowe'st Qroposed Slab at'or a'bove grade- STAR7 WITH �00r(of the basertleM or crawl space)and ' measure irom hiahest e�dstlna the highest poim of the roof. START WRH S.�tC the hlghest polnt of the , ; - roe#eVen ifi flll was.brought fo to � ` : - r, elevaie:home. I�you have a.:: ; • • ,;, � , SUBTRAGTION • �ABL R HIBPED ROOF{�o. Si�b below$ ' —rMeaisure , (BA$ED dN win r Subtraot half tlae:distance `� fiom high, sUng prade to the ROO.F TYP� en the highest Point u#th�rpof , ` , hi hest" of Uie roof. to tfie low po1M of the correspondtn9 ff y4 ave,a... ; , .,. _ gabie or hipped roof , � . � SUBTRACTION .` �LEOR HI�PED ROOF- C�ABLE OR HiPRED ROO�(with ($A$ED DN {��ndows): 5wbtraet haff windows): Subtract half the Qistance �ppF�-yp�� th�distance betvveen the befween the tpp of the Mghest hi�hest pofrit of the roof to winflew and tde highest pofrrt of the �. tl�e low point of the' �{ correspopding gabte or - • ALL<OTWHR ROOF TYPES(filat, f - hipped roof • GABLE OR HIPPED ROOF � mansard.etc);No subtraction. � (wflh windowsj: Subtract SUBtRACTION Subtract the distance between#he � half ttie dfstance between (BASED ON basemenUcrawl space floor ar�d the the top of the highest EXISTING highest extsting gr8de adjacent to the v�nndow and ih�#�ghest 9 GRAD��) foundation OR 7fl feel(whiehever is less). � poirit of the roof • ALL OTHER ROOF TYPES � (flat,mansard,etc):No EQUAL8 Deflned bu(Iding height subtractfon. Deflried building heFght ' EQUALS Updated: October 2015 z:\forms\plan review chedclist 10-2015.docx �Q�t��,L�:Q 1 V Shoretanc6 Distrtcf h�Cl�`Q� �ermif �eerage Lake�hore�etback ,�{� tl�et? � Permi#Number: � � Yes Q No � N/A � Yes A Yes E� No �O I� N/A—see attached Setback: �tormwater t�uality Existing Proposed C3verlay Di�tricfi Tier Harcfcover Hardcover Variance Requfred CUP Req�ireci circle one %and s %and s �,, — , �✓ :� k� i� Yes t�� No � Yes �Q No 1 2 3 4 5 �¢r, , ,f� a . �yPe(S)� ' � Type(s): . I �".i � _ E . , i Fees to be Char ed YES . . NO Permit Rian Review State Surcfiarge Investigaticn�e� SAC—Nurr�i�er�f SAC�l�its Other(specify) S uare Foota e � er S uare focta e Basement X = $ 15f Floor X _ � : 2"d F�OOT X _ . $ Garage X = $ Estimatec4 Construct�on 1/alue: � t%U-� Orono inspections Requtred Work`Rec#uiring Separate Permits �ooting � Site ' Plurnbing t3 Grading/Filling 1� Poured Wall B Silt Fence/Erosion Control echanical Q Fire t7 Foundation Survey � Hardcoyer Removal O Se}�tic � �7i 1Nater Connection Ci Foundation 41Vaterproofing � Other(specify) �1 Fireplace iJ Sewer Cor�nection � �raming � O Masonry � Lawn lrrigation ' t1 Insulation � Mfg. � Lands�apSng As-Bui[t Sunrey D Other(spec9fyj Final Q Lathe Required Sfate Pe�mits � Other{specify) 0 Weli Etectrical REMARKS(in-hoase): O FIClAL REtJiARKS-TO BE t�OTE�Ot� PERNiiT AND IfilITI�LLED: ��e Builcier Ackno�rtec#gern�nfi Fortn B'f�Prior to rele scrow money an as-built survey and hardcover calculations must be submitted and approved. ..... ._____.....--"`"".._ ..._ _._-- --_. _ _ _.... �r_____._..___ ......__. _..._. '—�-�—•, -�---._ _ ..__._ _ _ �...---- Updated: October 2015 �•\fnrmc\nlan roviaw rhPrklicf 1!1_9(19.ri rinrY � � a , ' City of Orono �o�o Hardcover Calculation Worksheet Property Address: ��Q � �`,� a� ��v.-�o �� ' =E �' c `°kF=H�a` Prepared by: ' / � . _ ate: (��a c+,',•,., , �',�r, ,ie I" 6' 7 ��/� . Stormwater Quality Overlay District Tier: (Circle one) 'Tier Tier 2 Tier 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, identifjr any features by letter which are split at the 75' setback line and calculate hardcover square footage se ratel for each rtion. Surve Hardcover Item(Describe) Length x Width Total S uare Feet Exam le Gara 24'x 30' 720 S.F. A O S.F. B � 2 S.F. � - ' �6 s.F. � � � y S.F. E t'"i ^ � �' ' G S.F. F 8�3x S.F. G - H - as dr' �% � S.F. � � �..,/- -! O S.F. � �:..'" � — K S.F. � S.F. M S.F. N S.F. p 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. S.F. 1 Tokal Pro sed Hardcover i S.F. Excludable Hardcover See C' Code Sec 78-1684: e- ' v✓ l/ S.F. ,,✓ � O S'� S.F. S.F. S.F. S.F. 2 Total Exdudable Hardcover S.F. 3 Net Pro ed Hardcover Subtract line 2 from fine 1 S.F. 4 Total LotArea S.F. Proposed Hardcover Percentage [(3)=(4)] f� QS-o�o This is an information packet�garding Hardcover. Every effort has been made to insure the accuracy of the informatan contained herein;howe�rer,if any infamation is not consistent with provisions of the City Code,the Code provisions wilf prevail. Page 9 of 9 1 � . � � City of Orono . ��No Hardcover Calculation Worksheet , Property Address: �-i�� � �r .�, ,�� d� r,v til� 2�'��a`�`~ Prepared by: , � t���.".,-, . � S;��.r;✓c� �^ Date: 7 ���� Stormwater Quality OveMay 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 oi Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the properly. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate harcicover square footage separately for each portion. Key to rotal Surve Hardcover Item(Desc�ibej Length x Width S uare Feet Exam le Gar e 24'x 30' 720 S.F. A ' "✓Lc I ' 3 2 S.F. B - � � dr:✓ �.► � S.F. C p �` � S.F. E S.F. F S.F. G S.F. H S.F. � S.F. � S.F_ K S.F. � S.F. M S.F. N S.F. p S.F. p S.F. Q S.F. R S.F. g 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 Existi Hardcover S.F. Excludable Hardcover See Ci Code Sec 78-1684 : `7�•� S.F. - ':,:� wr.,.� S8' cJ 2 S.F. :� ` S.F. S.F. S_F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F. S � s.F. Proposed Hardcover Percentage [(3)=(4)� �v ��-- a�o r (Proposed Hardcover next page) This is an infamation packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however,if any informatron is not consistent with provisions of fhe City Code,the Code provisions will prevail. Page 8 of 9 1 � � ' City of Orono ��oNo Hardcover Calculation Worksheet {z� A Property Address: � � �� �^ pro � �,� , \ c �`7'CE]NOo'�/ Prepared by: . .. ate: �---- ���u�,-�, , �:�r, ,�e �" 6 7 ��/E' Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 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 wiN be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separatel for each ortion. Surve Hardcover Item (Describe) Length x Width Total {Square Feet) Exam le Gara e 24'x 30' 720 S.F. A � U S.F. B , : � � _ S.F. C c . /E; S.F. � ` � Y �� S.F. E .e�./ .. � �� � ' Gi S.F. G - ^ 8 b'r - 3 S.F. H as ✓J�•� �' � S.F. � �G " 'n '^/"�.! U, - S.F. � � a;..` � — 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. S.F. 1 Total Pro osed Hardcover � i S.F. Excludable Hardcover See Cit Code Sec 78-1684 : 2� �,✓�u z s.F. � �..� r � o. s—' � s.F. S.F. S.F. S.F. 2 Total Excludable Hardcover � S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 - S.F. 4 Total Lot Area � S.F. Proposed Hardcover Percentage [(3)=(4)] �S Q�qo r�� u�v� This is an inforrnation packet regarding Hardcover. Every effort has been made to insure 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 9 of 9 l � C ��OA �O 1Y C ITY OF ORONO � ,� Street Address: Mailing Address: Telephone(952)249-4600 'y G` 2750 Keiley Parkway I P.O.Box 66 Fax (952)249-4616 �� sp Orono,MN 55356 Crystal Bay,MN 55323 I www.ci.orono.mn.us kEsxo� June 6,2016 lan Villamil Villamil Construction Co. 5535 County Road 151 Minnetrista, MN 55364 Re: Building Permit Application#206-00533 940 North Arm Drive On May 17, 2016 the City received a building perrriit application for a manufactured home. Staff conducted a preliminary review based on the information provided and requests the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: n 1. Certificate of Survey. A survey dated 4-15-2016 was submitted with the application; however the survey is incomplete. Attached is a copy of the Cit�s Survey Requirements. a. The scale is shown as 1"=20'; it's actually 1"=40'. Please correct. b. Show the average lakeshore setback line. Show the lakeward most portion of the house to the south (950 North Arm Drive)and draw a line between the lakeward most portion of the house to the north and south. Attached is a copy of the City Code Section78-1279 which includes the definition of average lakeshore setback. c. Show the elevations of the slab, indicating the highest point or top of foundation. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual perForming the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Incomplete hardcover calculations are shown on the survey. Please have the surveyor prepare hardcover calculations, showing existing and proposed hardcover using the City's Hardcover Calculation Worksheet including the proposed slab. Enclosed is a copy of the City's Hardcover Information Packet. 4. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation statin�the proposed project does not trigger any of their permitting requirements. 5. Separate City Permits Required for: a. Sewer Connection City Engineer Adam Edwards says the City will work with you to remove the older grinder station on the property. Your point of contact for this project is Scott Oberaigner. He can be reached at 952-215-8154. , � � � June 6,2016 940 North Arm Drive Page 2 of 2 Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO ��1��r�VVI�.�- Christine Mattson Planning Assistant c via email lan Villamil Roman Olshansky Engineering Design&Surveying Roger Peitso, Building Official enclosures 1 � • �t �.��'C� .�� ;�� �„I '�,� j'� d .�,�� • ' . � . x �. _� � ,R, � ^ � �� � � �� _� 5 * * '� � : x �. � � �,�L ♦ � . .• ���� �,� � "�� � •-�_ T� Q �� ' ' j � � , . !�"; a ', _ , � � � ' . , .,�a1 � ..� �''� � ' .`^` },�,, y� . - _ � . w. � �� . �. , t, '�r � .e � �` ,r... `�"����*a, . -i�`- �"4 � _'y�� 7, P�` � .� - 1� �� f" r-r--�., +�'.,� „ . . • - � .,� �, .. �a � ��4 � �� }� �«� � ,r , .�.�� y� \,'�� • . 4" ��y p . } ��l p " �� � ��, �~� �A�� . � ^�"��� y����°� �� , ' ��' �' — � . �� � �,:�� a�� ` „�,;� � �s y�,� s} „�. �: � ,. d � �*• ' �s � • �9.n� � .�� - '�, � ' ' '�v.4�`" ,��;'�e� ��,'' , '_ .��'v+. 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'�,� � , � ,�t,�.., i�. � 4R. ,r s ' 'y �`. . ��x� '.:� �: ��Y .. . , ; ', , � ,. 4 y, i $ . . il� � .,.-. . g�..���... .� r , iR� ?; x .� � � �,F� . �..,�, � � .� .. ��F� ;L �.�++ -�- . .� ��`�.a���� ',p�Y, �;vl�", ._ 4' , a!� '...y,��' _ Y,�� � � 1. �����1. .»bF�� .. �Y��`�� . v� ... . �,`�� �� . "� M�..�'+��� �^ �5�:�.�'� No� �r� 1�. �ar K � � . ;� ' Christine Mattson From: Christine Mattson Sent: Thursday,July 28, 2016 9:30 AM To: 'Miriam Eason' Subject: RE: MCWD Wetland Protection rule triggered for 940 North Arm Drive Thank you for the clarification. From: Miriam Eason [mailto:meason@minnehahacreek.org] Sent:Thursday,July 28, 2016 9:24 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc:Theresa Zerby<TZerby@minnehahacreek.org>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: MCWD Wetland Protection rule triggered for 940 North Arm Drive Hello Chris, MCWD has approved the level one wetland delineation which is identified by the green line. Our Wetland Protection Rule, Buffer Width (6f)states that"applied buffer width for new principal residential structures shall be limited to 25 percent of the distance between the existing structure at the point that is nearest to the wetland or 25 feet,whichever is greater..." In most cases new principal residential structures are 100 feet or less from the delineated wetland,which requires a 25 foot buffer. In this case the distance is more than 100 feet,so the buffer is 25%of the distance between the principal structure and the wetland.The declaration has been signed and is attached here for your reference. Thanks, Miriam From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Wednesday,July 27,2016 4:54 PM To: Miriam Eason<meason@minnehahacreek.or�> Cc:Theresa Zerby<TZerbv@minnehahacreek.or�>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: MCWD Wetland Protection rule triggered for 940 North Arm Drive Hi Miriam, Attached is a copy of the recent survey received for 940 North Arm Drive. Has the MCWD approved the Level I wetland delineation, identified by a green line? Per your email below I thought a 25' buffer was required. The blue line is labeled as wetland buffer, but it's more than 25' and not any consistent distance from the delineated wetland. Also per your email the MCWD was going to require a declaration. Has that been signed yet? Thanks! Chris^' � i � Fro1n: Miriam�Eason fmailto:meason@minnehahacreek.or�] Sent:Thursday,June 16, 201611:54 AM To: lan Villamil<ianvillamil@�mail.com> Cc: Romanolshanskv26@�mail.com;Christine Mattson<CMattson@ci.orono.mn.us>;Theresa Zerby <TZerbv@minnehahacreek.or�> Subject: MCWD Wetland Protection rule triggered Hello lan, Next Steps to get MCWD permit:Get a level one wetland delineation Submit a wetland delineation report&site survey to MCWD with wetland boundary and 25 foot buffer MCWD starts 14 day public notice period Record wetland boundary&wetland buffer declaration with County(MCWD will provide instructions&forms) Submit declaration to MCWD Receive permit Upon closer review, MCWD identified an un-delineated wetland on the property of 940 North Arm Drive in the City of Orono.Since a new single family home is proposed on this property with a probable wetland, MCWD's Erosion Control and Wetland Protection rules are triggered which require an MCWD permit. MCWD apologizes for not informing you sooner about the wetland protection rule requirement. MCWD usually requires a full scale wetland delineation for projects proposing a new single family home on a property with a probable wetland. However,since this proposed home is more than 150 feet from the probable wetland and there are no proposed impacts to the wetland at this time, MCWD is accepting a level one wetland delineation in this case. A level one wetland delineation is less costly and quicker than a full scale wetland delineation.Typically for a level one wetland delineation,the wetland delineator does a desktop review of the property and then con�rms&flags the wetland boundaries in the field.The wetland boundary flagged in the field is used to determine a 25 foot buffer from the wetland boundary.This wetland boundary and 25 foot buffer is used to record a declaration with the county. If impacts are proposed in the future to the wetland a full scale wetland delineation will be required at that time. I have attached examples of level one wetland delineations to help you with requirements for the wetland protection process. Feel free to contact me with any questions. Thanks, MIRIAM EASON District Representative Minnehaha Creek Watershed District 952-641-4586 htta://minnehahacreek.oraJ Mt�iltE1�A�#A CREEK WAiER�14#.O�IiT�1�#' 2 l � ���'� V " ��• � � l.. (//, � " 1 � � � / � arv� s p � �'� �`t ��yt �uL`�c i l S �� � 5 � �''-� ✓' C u c�''`�U � tim ��. �%�� �� s���� � - �s ���� -fr�� � `� ��c� 5 a � � � �l- a� � �� � ���� U `�`�,C E'� �_` � C�r�c � �� � � ��� � � `' I �Ia� � � � , � � , , 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 .r���i ` , � � C �-- � , Plan Review Fee Paid � � � .�� 2 �r�� ���_ , lb��� Signed Escrow Agreement & Escrow Payment �Z���� .d� Building Plans (to scale) x2 � ��-' �- ��---� Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 ��� � Hardcover Calculations (if applicable) �u �V�-c � o�n � I am aware that Orono will not issue a building permit without a ��,�Nk � copy of MCWD permits (or documentation from the MCWD stating �� the proposed project does not trigger their permitting �' requirements). 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T'�'�GL�e � �� —I��.S� � �L c�n,�l��' � • � car�-Si C� �� �=�i��r-+� r 1�P-i� y P�fi oF a� j�.�-�r�- sv � 1,,�-ar��s —_ _ e�►.- N.-cv� c�- ���I�- y°����������i����� ����� ���i�� . � . �-�,_ �.. : - . - �' .�,: . . . �:l _ ' .�: � _ _ "_ . . � s i - _ - � la�D:& ��ETAL;�ST�PS . _ � .� _ 7 T/2"�rise.on steps . � �.y { ,�;_ _�.t..-,� =- � 2":x 12" pressure � � trea�tzd-1_umber on � �is:e'r�=;:='' . . �'~x 10`' pressure : ��:� reate�d�'IUmber on �.� _-= - -- � ���� �latform. - �� = , �. ,� - x•:^�;�-�= -`_= ! =�centers on hand rail = �nd back rail �- _ �- -� _ 6" tall hand rail and � � � r� -� V � - ack�rail �..�---3� -_ _ = - �and rail can be placed �' � = _ _ � �i either side ' �-���`" �.� - �== vailable in 22", 30", _ �d 37" tall mode(s etal surfaces finished with a dipped high-gloss blacl< paint for rust otection , � , � '�;����-�,rtJ t�EL �,i��i--��Ji�(��:�� ��r�_i� (T`�'r ! ���; � � „ =, � �� - =� , x�:x��I',.� '�! =^iL' . ..,:;'il.it'� j�1s-'.�i iC �.��{.i:��C� � � �4 4 � � f - - - - - - -•- - - - - - -�-- - - _� _J - - - A1-�- -�- - - - - - -_- -�- ?i-�;,�� - - - '� -�� + ` �i I f r r`r'—' � - Z �I � _ - C ��� — _ , i — � _ � ' � � J . :.i _._._._._._._._.Y_.�z,'.�t. _._.--- -•- � _ C _'_"'_"""'�"'�"_"'_"""_'�."_'�"'_"""_"""'�._._. M y ' � IYI�"'-,t C Li�iE�IvCi�Q� �G�..ri 1��i��� � L .-L/. -_ _' - ! . tL=�UIK�:: �u�:'tii=��JivVj V T � � - z y ' ¢ C I� _ � a I 1 �— ' —�`' C — ! ._. _._._._._._._._._._._._._._.-.-.---•--.-._._._._._._._._._._._ _._._._.-.--- -.-.-.- - � .� _._. ._ - - � � �, � � ,-J �-=-► 'n . � GRicUT�T[C�� � � ,� .� -.-.-.-...-.-.-.--- - - -�- - - - -�- � _._._._._.��._.- --- - - --- - -�- - -�-�--- - -�-�-�-�-�- - % � MAX(f�IUM [[vTE�i�1=G(�.�= ANCnQP.SrsC[�!G ALLOy'�=D � � �=G'�i==-- t7l"AE4�!C`1 Y v i _�� I � � i � � I � � I �11A�iL1F�G?'U�ER If�FGRMA�!t�^� A(�tGHOR(�dC (F�FORi�1�T(QN Gant. N�me ��r.� T ;�ncncr ���3C1UT3CiUr�r ;<i� 'Tt� �`�.��1�d `�I� i � I -'_ :I i�C`iCj-�r-g �;,�`��Gi �tC7 Ho��� Siz� 3a x "16 =-�'^ ' �r^_� - � � � r.nc^cr F.N. 'S��dr1 ��1?XIC?lUiii I-ocai:� ��'zCi��Q m. , P�taxi�,��.:m A.nc�.or Spacing Go�ne��or P.N. ;1G n �t � r � _ ' Yc� � N I v:l'•�i7Ud��:�1 �.Ii�I'JI L.�`�.r: rl � SG�L �`vFGRivi�T(G�� ;�nchor P.i`J. C(assi��ca�:an No. � Conne��or P.N. So;i ��a,�r.g Ga�aci�� l,��d Na. Per �nd r.�CHGF(��G I�FQF����TfOi� �,�,^_ , c:;�. ��'lall He;g�� � La�erai �n�hors R�q'c Y�S o NO � Rao�Pi�c(� ��3� Anci�or P.N. Heignt Frorn Ground ta • Conn6CtG; r.N. .. +. Frame Co�:i�BC�(�[1 � �° p.N. = Pa� ar Fro�uct Numbcr . - "y A "�1r • :' � � —� —� 7 � � ' � �: �%�:��-.C���� y ����.�� r�s�.��`��]"� .�.���'��1-1� � �� �s - � �� ; _ '., - — "J , - l(1. iJc�� 7:r1f�� �• ;:�. 1.�-::s.�l�y�:�1�1� 1���:c�a��1��-�.� 1���t _� � f� :�t � . � . � -�'`f=$ �J ��� ����Jf� ��-�lf`����rj�� ��[G�t�R!�1'4 �S?�w �� ��;������; �:?�������� � � Easy instaflaiion � Siabil[zer pfaies and d'[agona[ frare �ies are noi required in m��i s��-ups � Longitudinal stabilization is easify added with ►�e �o�Nn's LSD sirut kii. ���f n�9��7 � Heavy galvaniz2d coating* on brach�i and struTs. �i2 ra�crets �yst�r� . ._ - : `� . , . � : � - — ,,:a. _ %�"�� �-- . - _ _ � ����� -=;�" "--!-��..��_ ' !��_ ����--, ,-,.� �..��/ �,_ , > _ -;�. , � _ . ;=�� � ='. � - -��� . _- � _ �` . - �: �.;"�--SL_��; - _.,�_ � �� . : , �- � ! � � � ,--- �_---t �_� � — �,.�.� ��;� � ,� r;�'` .� --- � , � __ _� �s�_: : . _:-_ �;�, �� : ��-,::-.� _ �' — . t?� . . - :✓3_�_ -_ �� �[EQU[RE�IEiVTS � lrtstaft in any type of soil, 43 (175-275 fbs} or better. � • Maximum ver`�ic�I prole�ion at sidewall is.9'. Higtter walls may be used when the design [oads are adjusted accordingfy. � � .. o Poured concrete must �e 2,50� PSl minimum at 28 days. - * Square corrcrete pads minimum is 18"wide by 12" deep. Round concrete pads minimum is 1 S"wide 6y 14" deep. S�rip fQotings minim�m is 18'' �ride by 14' long by 6" deep. o Main rai[ spacing musf be 75.5" = 99.5". • Addi�ionai ver�cal.anchor ties that are unique to a home's design may be required by the home manufacfurer. Tf�ese loca�ions may inclutle shear waf(s, marriage Iine ridge beam suppor� posts, and rim plates. Tt�e Iangit�rdinal componet�of the Xi2 system rep(aces end frame ties, check manufacturer set up requiremenfs. � Maximum pier height is 48". � � Systems must be placed as evenLy as possib(e, no more than 10' from end of home. i Additiona[ systems may be n�ed2d for roo.f slopes greater than 20 degrees, 4.37" in 12" pitch, see page 3. � Twa systerns designed to v�rork in conjunction with each other. � '` Xi2 components exceed HUD code 3280.3Q7g "Ancf�oring equipment exPosed to weathering sha(( have a � r2sisfance to weather deterioration at (easi equivalent to that pro.vided by a coa�ing of zinc on sieef of not less than 0.30 ounces per square foot o'f sunace coating...." ..�,-.---.---,.:.:- � ' "T=::.,:;;-:; � �-;:��: . __. _.._. _...-- --- _---. .._.._...__..-- --- - - -- - -- . ._ _ ..i 1 ; ;� o - - ! r r l ! F'�r +x'c �y �. _-s � � .����',�.,.+'�'�v.l?: — " l � �_ ���' :.� l� I l,��l "• l��C�� � )i f, �� . '� r . _ -� ,.--�- _ r.� _ -- �'���"'� �_i � � ' r _ � . . :�, � , , _. . �0" �r�chc;�;{i;'•�=r;c_i ,:r=o ' —� ;;,, -;- , � _rd Sy�i�rn �aCf . �r �v � � _r r.��_-�::u_ or iici�t8 ilE A//�30f1i �r;la��, --� �=.• i��mas �ver�0 3 � � ` � , � , ,a�it�in 10' ai�nd o�hame �: � ; i # � , , � � � � � f -1.�! �i/ �l! '3 £ I ' �G� i , ( � i � � � � � 3 + �� � � j � r ` � ' + i � � � � � t � � ! � ` � � . ' t � � �,� [ � �Ll ��� � 1 � � � � I � - � � ; � � f � � � ' � � � � � � � . � � � � , � � , � , � � , � , � � � . . - � � � Single �ectiQr� Hame Do�Gle Sectian Hnm�. . Trip[e S�ctiar[ Ham� Q-80�(76'Bax) �Xi2 Systems 0-80'(�6' 9�x) 2 Xi2 Sys�lms - ,0 -80' (76'Bax) 2 Xi2 Systems (y) Qver 80'(7� 8ax7 3 Xi2 Systams {1� Qver 8Q'(75' B�ca 3 Xi2 Sys�ems- (1) Ov�r 80' (70' Box) 3 K2 Systems fVOTE: Diagr-�m ra�resertts sing(e seci�on uo zo �6' width, double sGcuan��p ta 32' +�rid�h, and tripfe section hames up ta 48'. �Nidi�..Sing(e saciiort homes have an �overurning momen�' Trr hPgh winds= r�quirirg t�No ancrars per s�de. f�sta(I��ion of C�ncre�e �racket: Dry �etl�N�� �et - - -- _ - _ ; r� , :; � �_�=� �-=���-:�-=�:�=-::�--- _� Q • 1. fdentify the number af syst2r�s to be used an the ftome using the -.-:•�.:3:.�=� �- �3 � chart pr�vided. � �� �-�� 2. Identi"ry the locatian where the Iafera1 systems wi(I be ins��f[ed. � �' ` - '� == U 3. Bui(d pf�r according to State, Local or Home ManuTacturers guide[ines. � _ � =-`��, 4a. For dry sei: dri[I t�Na 3/8"x 3" d�ep holes in the concrefe using holes in ��� _� �� gafvanized brack�t as a g[�ide.AuaGf� bracke�to cancrete pad using � _- -� ��V� _; - 3/8'!�-1/2" wedge anc�tors pravided. Pface nut & washer on anchor: feave E� '�,j3 `_ - . f —�i enough room for 1 fa 2 threac+s showing on top of bolt. Using a f�ammer, � � y rµ tap the wedge bo(fs�nto ho[e ihrough brack�tT leaving nut & washer flush - v�lifh bracket.�Us�ng a 9/16"�socket wPench, tighten v+redge/anchor bo[t= � +- _ '� � - .�:� ,, � , � sec�tring braGket ta the cancrete. � ° `= -� �` _� ?b: For wet set: a(ign bracke� and s►�bmerge fegs camp(etely iR concrete. � � � �, 8ofiom or bracket shoufd rest on �urace: — - � i' ,__ 5. Aftach the end of the smaller t�be to ihe 6racke�mounfed on the pad, us[ng tFie -�--�,��-���� - � grade 5, 1/2�x 2-112� boft/nut provided. �" - 6: AttacF� the flag end of the (arger tube to ihe opposi�e 1-beam using the �� "J" bo(t over the top o►the (-beam with the nut & washer provided. _ ��,,�� ; (Figure 1 on (ast page) - ` - 7. (nstall a minimum ot four(�12 x 1"Tek scr�Urs) seff-�apping screws into th�f�o[es r�lin�mum drstance provided in the (at�ral struf so that the two tubes are connected togeiher from edge: l-v2" (Figure 2 on last�aage). - -�s==� '� . , � '� �"=�='-_6 � f7t� ;`�'� � � .. ' ..r �..'t *� � G - ���; ' �;� � �" � �t• - � _�����,�` — �r ,_r x — r � %3� � —�t�=z � �, , � r� }�{�` - � _ "�� . � . -.. �. � � i`� �� j�� �`` i � ��- � � , ; T L i`I I ���l 1 ��, S / ��- 'S'�g� �..�.r . .. - ":I � _ _ � � .i.�...E 2' . . i s17:1' . — ���'� . � 1 1 . ' .i ' . - � . . � .. 1 if � ' �vSTALLaTION �,TSTRUCTIONS FOR Vli�1YL ; ' ?�iOBILE HOME SKIRTING � � , ; TOOLS YOU �VILL NEED Ha.x:r:er,Plumb Bob, Challc line, Tin Snips, Srap-Lac;t Tco►a.z�' Tape Lleasure. tiIATERW,s T�Kit iacludes: 14 pieees Top rail(a notched pieces), i4�itces Bottom r-channel� !: pieces backer, i?5 Grouad Spikes a�.+225 r.ails. Tweive piGces of pan e l i ng, per carton. O::ce you have pr�cur� all your 5}c�ting m��erial, gathered ycur toals, and arrived ac che job site, yau are rea.�y tJ St?tI. =L�: ��au all packag�s, being sure ail items aro present and in�ood cor.dition. Find the four pieces of tiop fron: ��:!. set:hem asid0.tbey v,yl be used an outsida comers only. Ycu�ust�cepare the surfacc around tho home so no!arge hills or valleys are preser,t. This may be donc oy ra;dag tho perimetv of the hom�, also ctinunate any weeds or obstecles in the way. BOTTO:�i TRACK LvSTaLI.ATION T The bottom track or F-Chatm�l should be located on the ground directly below � " . : (plumb with}t2:e outside edga of the home. This caa be accompl'tshed by ''=�" positionin g the plumb cord o n t h e o u t s i d e b o tt o m o f t h e h o r n�so t h a t t he bo b ' hangs down to the ground. Posiuon the very ti�of ch�plumb bob in betwccn che ; ,� two ctiannols. � , , Comers may be made by cstting a"V" sbapa into the:ront ar.d backs'sdes of the �^K` ������� •Y::��. `� �haantl.thea beading the trr.ck:o form the cornu. Do not cut the bottom, thhat �1- `y `•� goes along thc gtound. � �t• � It is not cecessary to pu: a sp'ucc in every zole in zhe bottom trac;c. You�;e P�o����th mora t�.an enough ground spikes to eve�ly securc your bottom rai? to the ground. You have been providad holes in both inside aud ouuido thc bottom vack. We recommend you spike the holes closest to the home, feaving t�:e ro.es in the middle of che chann�l for drainage. � r ' � „ � i lli' �i3{..� iti.rslL .1.��l:�il..i:.�1�U� �'—"" First dctermine tht poinc on the lowu part of thc homc whtte you want thc Top - �^' a Back Rail ro be hung,thon snap e chalk line along that line. B�sure when suiliag you do not malce it dght to the home, giva it a unal!amount of room to expand, thuefore, decreasing sny bowiag that might occur. The bottom edge of th�top � •'–. ✓,�.•-- �� rail may be locaud below the bottor�edge of��e aame given this locatinn has �'�� 1 solid aupport for nails ar.d provides maximum salid bearing for top rail against the side of the home. Sta�i�g at a corner, bend the back r�il arouad the corner; do not cut at the corner,or butt two eads togeth�r to iorm a corner. Attach the back raii to the home using the nails given to you for that purposc. �iattuuu the nails ia looscly in the elongated punched holes. It!s also tmportant to leave a space of apprnxlmately!/4°between each section ojbacker, allowing for expsu�sion and concrac:ion. CUTTING AND LtiSTALLII�IG SKIItTIlr'G PAI�'ELS Measurc every 1 b inches a;ound the home making aos�ations of the different heigh: m�ssuromerits so you can ide��tify how many panels aeed ta be cut at the samc le:igth and those that need a spaial cut,then locate tha poins on the home�t which the pan�ls vrill be the tailest. Doing tho tallest uction ficst will giva yau a chancc co usc�ny shoner pieces in c�c lower arcu. If yon ve installing in the summer, measwe frozt�the ground to tha bottom lino locased on the backcr, ia tha winte: measure to the top line. ARcr you have measvrc�you aro naw raady to cut the panels. 1 �/ 1 \ � ► Panets can be�vt wicn a pair oi tin saips. However, it is recomeaded that you cut � P���S�+ich an electric powared circular ssw with a fine.cooth bied�, turned � 8 backwar'd in tht saw. A1w9Y1 W�ar orot�tivr eyewe9�vh n n ser tinQ� power hand�aw g�sW�to hold panela cight while cucr�g to prevem chipping �, dua to vibration from the saw. You can cut up to 3 psnels at once if the snme '�`'� `� � raeasuremerit is needed. �/% ;����+ =`%i' . .�i,G;%�r:�� The bottom edge of all panets shoutd be cut to match;he contour of the ground. The skirting paaela sit in the bottom track(ground chaanei) and therefore wants tc follow tho contouz of the ground. For e�mpte, if your home is on a slope and yo�� cut the bottom of the panels straight across and not at ui angle, the panels will shiR to match the contour of:he grour,d, causing the pu�eling to look crooked. . � Three or more iocking ;abs are to be punched on the botcom and top edge of each panel to�nsure that the panel stays in the bottom and top tracks, preventing the skirting from biowing out during wind. Corner panels may be ;o;med by oending the panel ovor a corner oi a table. Never butt the sidw to form a corner. Do not attempt to bend panets in eitreme cold weathtr. Pan�ts shoLid be prehexted befor�attemptir,g to bend them in freevng wtather. 1 � , , � � , � :4 � •, e- , . . t �� , ---•-�.�.- - Start the first par,el from the corner along the front side ofthe hom� then begin fo work your way aro�,�nd you;home. Panels are interlocked by sliding the panet , , downward into:he self-aligning groove on the adjoi�ing panel until it snaps into � � � j the ground F-channe;. Ri , � , � � ' . , i Should your homo be excessively high off tho ground, (over approximately 36") or should you have dit�cutty keeping the panels from blowing out dur►ng�igh wind, herC is a s0lution. Th°gwn�8 p�els have an opening of approximateJy 5/16"diameter at the point Whete they interlock Simpty purchasa some 1/4" OD neel rods at your local hardware store. Cut the steel the same!an the S/l6" optnirtg where the panets interloc8k T s stee�itrod addsl��eng•��o the � i panels aad will sta Y Put. � . . . INSTALLL�iG FRO\T TOP RAII, � To install the top�ai1 you must first start wizh one corner piece, these are the four � "V" notched pieces that you set aside at the be in piace pusn the top rail into the backer. This rn�ay be sri�but�is ensu ng ac,$ tighter fit. You witl feel the top rail click into place, eausing a secure interlocking fit. �---�------- All vinyl skirting s}�stems expand and c,�n����tq�p��e change. The cwo• � pieca rail system has factory pre-notched top rails which conc.�sls tWs expnns�oR '� ' and contraction. This alleviate�any unsightly gaps which cns be r !i skircin Y p esent in same , � 8 systtms. This will also allow you to overlap ihe ends of ttte;a rail to `.E !'1 � prevent �uckling during expansion and contraction due to weather P ,, �� � . ; `,� � ti'oiice: Extrcise caution when using a strin -t e ess I'� �, vinyl skirting. 8 YP � trimmer near any �; Vinyl skirting shouid be cieaned ��zth mi;d soap and water at least twice a yeat. t�S'tiQ�E Enterprises, lnc. , � � � . q� �o rV� (�'� i�, , , . . �o���; - c;c.,�3 Doc No T05364445 Certified, filed and/or recorded on Jul 21, 2016 2:36 PM Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 98 Pkg ID 1418858C � � � ,� ���� °`' �'� Attested Copy or Duplicate Original $2.00 >= �. � ,��: ��rh Document Recording Fee $46.00 �� `pocument Total $48.00 Existing Certs 1413809 4� �����F�� � � ���� ; � � � �� , . �. . _ _ � ,,>. 2 �� s� , .. �� � ���f . ���`=-,s, 'A, i:,* 5 '`f�a< . x ^ ��+��!a.8,p ; "�,r'..,;.�*'"`,7. .,�' t. ."S. Y����Y ��. �, �����, This cover sheet is now a permanent part of the recorded document. 1 {,� A 9 � r ► � DECLARATION � ��� � THIS DECLARATIQN(Declaration)is made this�day of 201�by Roman Olshansky, (Declarant)in favor of the Minnehaha Creek Watershed District(MCWD),a special purposs local unit of government with purposes and powers pursuant to Minnesota Statutes Chapters 103B and 103D. RECITALS WHEREAS Declarant owns real property within the City of Orono,Hennepin County, Minnesota,platted and legally described as: Lot#010, B1ock#OOI,PIltATES COVE,PID#07-117-23-11-0014 (the Property)and no one ot�er tha�Declarant, Roman Qlshansky ANY PARTY OTHER THAN DECLARAI�iT(FEE'I'ITLE OWNER)HOLDING AN OWNERSHIP INTEREST IN THE PROPERTY,has any right,title or interest in the Froperry; and WHEREAS,the Property constitutes the entiraty of the l�nd to which MCWD Permit# 16-268 applies; and � / � � t � � � WHEREAS,the Declarant desires to subject the Property to certain conditions and rest�rrictions inaposed by the MCWD as a condition to issuance of Permit#16-268 for the mutual benefit of the MCWD and t�e awn�rs o#'the Property. NOW,THEREFORE,Declarant makes this DeclaratiQn and hereby declares that tlus Declaration s�all constitute covenant�to run with the Property in perpehuty, and further declazes that the Property shall be owned,uscd,occupied and conveyed subject to the covenants,restrictions,easements, ckarges and liens set forth in;this Declaration,all of which shall be bindin�on all persons owning or acquiring any right,title or interest in the Properiy, and their heirs, successors,personal representatives and assigns. All features requiring maintenance identified on the scaled site plan for the Properry attached h�reto and incoxporated herein as Attachment A will be maintained in perpetuity in accordance as follows: 1. WE'TLAND BUFF'ER AREAS a. Buffer vegetation will not be cultivated,cropped,pastured,mawed, fertilized, subject to the placement of mulch or yard waste,or otherwise disturbed,e�ccept for periodic cutting or burning th�t promotes the health of the buffer,actions to ad.dress disease or invasive sp�ecies,mowing for purposes of public safety, temporary disturbance for placement or repair of buried utilities,or other acdons to maintain o�improve buffer quality,each as approved by MCWD staff in writing.Pesticides and herbicides may be used in accordance with Minnesota Department af Agriculture rules and guidelines.No new structure or hard surface will be placed within a buffer,except that construction of a t�ail or p�tth of no more than 4 feet in width to provide riparian access through the buffer is acceptable. No fill,debris or other material will be excavated from or placed within a buffer. b. Permanent wetland buff�r monuments will be maintained in the locations shovvn on the approv�ed site plan. Language shall indicate the purpose of the buffer, restrictions,and the name and phone number of the Minnehaha Creek Watershed L?istrict. 1. Violation. Both the Declarant and a subsequent property owner are liable to the MCWD for performance under this Declaration,an.d the MCWD may seek�any remedy in law or e�uity against the Declazant as long as the declarant owns the Property and thereafter against the property owner to enforce the Declaration. � 2. "Property owner"as us�d in this Declaration means the owner of the property on which is located the facilities to which the obligations herein apply. 3. Recitals. T'he reeitals set forth above aze expressly incorporated herein. � � c,� � Y . , IN WITNESS WHEREOF,the undersigned has executed tlus iushument the day and year first set forth. DECLARANT: '�'G� (signuture) B�,. f�?,�.,,1 �`7�"�'►S��int name) State of ����Q� County of 2��� �!� This insnvm t was acknowledged before me an �7� � �� (date)by �/�LCIN��.f'�Lifs'IC� (name(s)ofperson(s,�) �• ignature of notarial officer) �`��p� _,,.,::R`�9:'' •GAIINA M.GOZENPUD NOTARY PUBLIC a� �! !��� Title and Rank � M � MINNESOTA � � Y om�Mssion Expires Jen.31,2020 Iwiy commission expires: This Instrument Was Drafted By: Roman Olshansky 76 Kingsview Lane,N Plymouth,NIN 55447 CONSENT AND S�UBORDTNATION ,a Minnesota corporation,the holder of a mortgage dated , , [filed for record with the County Recorder] County,Minnesota on ,as Document No. ,hereby consents to the recording of t�e attached Decla�a�ion and agrees that its rights in the property affected by the Declazation shall be subordin�tetl thereto. IN WITNESS VyHEREOF, ,a Minnesota corporation,has caused this Consent and Subordination to be executed this day of ,201_. �snMc Hous� %� � � �$ �� � i + � - � �� , ' � • � � �;, ; � � � i� ` '� r N �� , P&. � i j�j� �I'. �j �t ,� + + I', `� ��t,;;�%,,%;%' 8�jy92�` E ,�13,9. �b�,'� ;I;r '�i �; +,4 .t � • .� ' �Qk f�,i . 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' � � -�_. `� O ��, '�4,Q - -% y ,�r. �.:. l _ _ '���g�� `, ,,� I LEGAL DESCRIPTION . , ,�, �� ` �'o � Lot 10,Blodc 1,PIRATES COVE �\ "'l _ '�� �� ;.hE'C�•r�� _-� ~' p�-_�\=i 1 `. `� ; �`�� � �� � Minnesota,according to the reco � \}`• , A r �� � ♦) .� .}� v" �� �` �� �\ '�\ . 4i.. r o: � i _�-Q \ ` `� � 1 1 � __ + � � � / ��� �� �1 \ � `V � ` � \�� �� 9'1,�o g�� �o �,, \� NOTES �'"i � -' \ ` 1F \ 1.THE BASIS aF THE BEARIN� ��� � �1` \ COORDINATES SY3TEM NA[ '` \ . � : '� ;; � iD, � \ \ ; 2.NO SPECIFIC SOIL INVESTI� s�,R, �,� `��t` " �' \ 3.CONTRAGTOR SHALL VERf �.;� �,�'� OA \ 4.NO TITLE INFORMRTfON W� REFERENCE BENCH�IARI� SITE BENCHMARK D�ES NOT PURP01tT TO SF j�Rj)CQ�R ELEVATION=941.25(NAVD 88)MNDOT DISK ELEVATION=973.53(NAVD 88)TOP OF 5.EXISTtNG UT1LI11ES AND St ' EXISTING BUILDING N/A "SAAAS"HENNEPIN COUNTY CONTROL� 5/W�T'ARY M/WHOLE N'LY OF 3UBJECT EITHER PHYS�CALLY ON THI EXISTING DRIVEWAY 3URFRCE 4,462 SQ.FT. v NW'LY 3HOULDER OF CO.RD NO.5'I PFtOPERTY DRIVEWAY EXISTtNG RECORQS MADE/ 'FOTAL LOT 11REA 43,917t SQ.FT. BETWEEN ROAD AND NORTH ARM BAY OTNEFt UTILITIES AND SERti EXI3TINf�HARDCOVER 10.2f°Ao BOAT ACCESS. LOCATION OF UTILIIIES AN[ OWNERS OF RESPECTNf U CALL AT(651)454-0�2 PRIC 6.BASED ON LEVEL ONE WEl DELINEATION iS REQUIRED I�� DATE TIM CITY OF ORON CALLED IN � INSPECTIO �E T r���SCHEDULED PERMIT NO. �b � COMPLETED ADDRESS 'v• ' OWNER TELEPHONE NO.� ���� �� CONTRACTOR � ���� — � � � ON � � ❑ FOOTI DEMO-FINAL ❑ SEPTIC FINAL POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNEAICONTRACTOR TO MEEi YWJ:_YES_NO y COMMENTS: � `� ,a��✓ ��5 . �d� � 5�ts a� O �� _ � � �1ser. ,\/ � " �G�'� G[ ua� � - .So%l - DL' ' o - c�G��lcs - 1SC Q �'" �D�t6 ��L�s brov.n�n - � z � �l� � .�U4� � � J d TISFACTORY:PROCEED �PROJECT COMPLEfE W ❑CORRECT WORK d�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑(�RRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COMERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advan�. (952) 249-4600 OwnerlContractor on site: Inspector. �a /+r`-� �� Whits CopyAnspectoPs Ffle Canary CopylSite Notks �r � � � TIME C OF ORONO CALLED IN � " INSPECTION N E �HEDULED � PERMIT NO. �..+eOMPLETE �' � _ �_ ADDRESS T" OWNER w ELEP ONE NO.�a� •7ofD CONTRACTOR � � • � � � DESCRIPTION `+��'3 '3 � � �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �r7� POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAI FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET Y�OU:_YES_NO y COMMENTS: � ,�r�r �s. -�o✓ s�v��a/c t��dPe �- � 0 1')'►kn�r �t��@9 1,o w�e- �, � ° � �S��,l�-u /�S - l�L W Q �JD��i ! �� 2 "' ��6/� /�Cr fl7i�/�l K-�4�L�ce/� .S,OcLl � � D 1� ,Pa�✓ W � J W��ORK SATISFACTOR�F.PROCEED ❑ PRW ECT COMPLETE � �O ORRECT NfORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O(�ORRECT WORK�LL FOR REtNSPECTION TEMPORARY V BEFORE COMERING PERMANENT ❑CORRECTUNSAFECONDITiON WITHIN HOURS. p pHpTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site• Inspector: e CopYAnapecMr's File Caeary CoPyISMe NWice V � DATE TIME CITY OF ORONO cnLLED IN �N�[(�,�N TI E SCHEDULED ___:7�6 ' PERMR NO. �' v�COMPLETED � ��E� T�; v' ` / bf� �. OMINER TELEPHON O.��Z ZZ�- 7��� CONTRACTOR �/ � ��� �� ` '� DESCRIPTION �"�'" �bw � ❑ FOOTING DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL , ❑ PLUMBING RI ❑ EXCAVMaRADING/FILLINO 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ S IC INSTALL 2 OWNBUCOKiRACrOR TO MEET Y�U: ��YES_NO � COMME W� '' � �''�- �jO t'`�/L � �`Lb f� S « � o � �rc v ti ��� r '' �- ti �, � r-�.�2.� I e. - G I� � � �✓ �p� w � 0 � d; �c� ,�,. ti �- �.� ��a� ,o �r'.�►�� W aC Q 2 " w ,e,r' �v � ; „ � L'� G � o!' G-�M C �°t � D . � � J W ❑WORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � ❑OORqECT W�C�PROCEED ❑ISSUE CERTIFICATE OF OOCUPANCY W � ❑OORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVEF�N(i PERMANENT ❑(�pRREC'T UN3AFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O qTATION ISSIJED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaN for the next inspectlon 24 hours in advanoe. (952) 249-4600 on site: �nspector. 13 a.�L , WhiN CoPYAnspecta's FIN Camry Cop�dBN�Notle� DA E TIME `I CITY OF ORONO CALLED IN �D Z ,6 --�--��, - INSPECTION NOTICE SCHEDULED / � � ��� PERMR NO. COMPLETED ADDRESS � ti��y �l ���� �� OWNER �.EPH _ E NO�Z"�� ��-� � CONTRACTOR l a�� ��'��� � ��'�L �lG -�d�1� � DESCRIPTION S ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINCa �Q ❑ 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 _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONITRACTOR TO MEET Y�OU:_YES_NO y COMMENTS: � � � �/� l�D��+S -�O� L�bu��E' (.�� r�' oi✓!.�(�yl���`��u��,� f e �+.t C �i�e r �� `LS o � � 0 W � Q � W W � � J W�WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 8 PFiOCEED �ISSUE CERTIFlCATE OF OCCUPANCY W 0 ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINf3 PERMANENT ❑WRRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advanoe. (g52 j 249-4800 OwnerlContractor on site: ' Inspector: � ��� �" Whits CopYAnspeetor's Flls C�nary CopYlSlt�Notk� _ . ��n��I v C"� 1 DATE TIME ,CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ' PERMIT NO. �-^i� OCJ�,�� COMPLETED �� �l;� ADDRESS CI�' I�ii�l�� I�1 C1'1 � i'v�� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �� � �I C� r U I ��U Sl'� ��1.��j T ly� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W C � _ I/I (//''1/� �- -(_Pir/ �i�J��l�'P�✓� l �, � — � ✓`C� � !0�'l /�'1Q ° + G(� h d? /l W � Q - � t 1l �L!'' � �,�' a � l��f' ¢ l,G� ou�7�' - ♦u �/'`�f � � ;�t,�.;;�.�i 1 i ��11t�V��'� a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDEH POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-46�0 OwnerfContract site: Inspector. White Copy/lnspector's Ffle Canary CopylSfte Notice � � � � DATE TIM� �ITY OF ORONO CALLED IN INSPECTION NO ICE ^�� SCHEDULED � ___1� �E�MIT N�. ��M�LETE� ADDRESS � `�� �� � ���`�'� � ' OWNER TELEPHONE NO. � Z �`� ��11 CONTRACTOR ' � � � �t � DESCRIPTION �l !��- � �C��.� �b�''Y� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT = � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE PTIC INSTALL Z 01MNFAICOKTRACTOR TO I�EET Y�U�YES_NO � � COMMENTS: W � J S ��✓", � . 0 � � G� G���' ./ ��'" -� � �� � I� '�C..�1 C� : ��t� . ��J..'�n, � /,il �S �•�^�: '� W aC Q 2 I`-�.�� D� � W � _ � � / � O WORK SATISFACTORY:PFiOCEED , �PROJECT COMPLEfE W ❑WRRECT VMORK a PROCEED �❑ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERINO PERMANENT ❑OORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspectfon 24 hours in advsnce. (952) 249-4600 OwnerlContractor on site: �nspector: %� -�C-�L YVhiN CopyAnspector's Fils c.�ary coPy�sn.Hake �� , , DATE TIME CITY OF ORONO CALLED IN INSPECTION I�OTI/C�E��c SCHEDULED S "l$'I"� Qi�'W� PERMIT NO. LA�`�' ��+�� COMPLETED ADDRESS Q� N OI�N t P�� �� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �� I�-- V��� l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS• � �M , � V � o" O " � � � � �iGl� ��(��L — c9C9 S �r9m � W � Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � INSPECTOR WFLL REfURN OTO TAKEN ❑CI TION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. 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' y��_�� ,�d 1 �� . . __ .kt:�.-_ Christine Mattson From: Christine Mattson Sent: Thursday,January 26, 2017 11:12 AM To: 'Roman Olshansky' Cc: lan Villamil Subject: RE:940 North Arm Drive/#2016-00533 Good Morning Roman, I see we still have the Temporary Certificate of Occupancy(TCO)waiting to be issued. TCO needs to be signed by the property owner or contractor. We need one of you to stop by during business hours to sign the TCO. Let me know if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN � 55356(physical address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ '� 952.249.4620 I 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 20,2017 From: Roman Olshansky [mailto:romanolshansky26@gmail.com] Sent: Friday, December 30,201611:36 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: lan Villamil<ianvillamil@gmail.com> Subject: Re: 940 North Arm Drive/#2016-00533 I'm currently out of town and will stop by next week thank you. Roman Sent from my iPhone On Dec 30, 2016, at 5:42 PM, Christine Mattson<CMattson_,ci.orono.mn.us>wrote: Good Morning, The Temporary Certificate of Occupancy is ready to be issued. The TCO needs to be signed by the owner or contractor. We are open today until 4:30 or next week Tuesday through Friday 8 am to 4:30 pm. Please don't hesitate to contact me if you have any questions. 1 Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical address) PO Box 66 I Crystal Bay I MN � 55323-0066(mailing addressJ '� 952.249.4620 I 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,January 2,2017 Monday,January 16,2017 From: Roman Olshansky[mailto:romanolshansky26@�mail.com] Sent: Monday, December 26, 2016 6:06 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: lan Villamil<ianvillamil@�mail.com> Subject: Re: 940 North Arm Drive/#2016-00533 Christine did you get my check for$7500 for escrow and do I need to do anything else to get temporary permit? On Wednesday, December 14, 2016, Christine Mattson<CMattson(a�ci.orono.mn.us>wrote: ` Hi Roman, ;, Per our telephone conversation yesterday, attached is a copy of the Temporary Certificate of Occupancy Agreement. Please sign and return with a check for$7,500. After vegetation has been established,please contact us to schedule a site visit. Once approved we can process the ! escrow refund. � Once this is received we will need either you or your contractor to sign the Temporary `- Certificate of Occupancy and return also. 3 ; Please don't hesitate to contact me if you have any questions. Christine Mattson 2 '; Planning Assistant '' City of Orono ; 2750 Kelley Pazkway � Orono � MN � 55356 (physical address) PO Box 66 � Crystal Bay � MN I 55323-0066 (mailing address) i '� 952.249.4620 j 8 952.249.4616 ! � cmattson(c�ci.orono.mn.us j �Cl www.ci.orono.mn.us `°` Office Hours: Monday - Friday 8 am to 4:30 pm ; i � OUR OFFICE WILL BE CLOSED: Friday, December 23, 2016 ; Monday, December 26, 2016 � Monday, January 2, 2017 i . Monday, January 16, 2017 t 3 Christine Mattson From: Christine Mattson Sent: Friday, December 30, 2016 10:43 AM To: 'Roman Olshansky' Cc: lan Villamil Subject: RE: 940 North Arm Drive/#2016-00533 Good Morning, The Temporary Certificate of Occupancy is ready to be issued. The TCO needs to be signed by the owner or contractor. We are open today until 4:30 or next week Tuesday through Friday 8 am to 4:30 pm. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN ( 55356(physical address) PO Box 66 � Crystal Bay I MN I 55323-0066(mailing addressJ "a" 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 430 pm OUR OFFICE WILL BE CLOSED: Monday,January 2,2017 Monday,January 16, 2017 From: Roman Olshansky[mailto:romanolshansky26@gmail.com] Sent: Monday, December 26, 2016 6:06 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: lan Villamil<ianvillamil@gmail.com> Subject: Re: 940 North Arm Drive/#2016-00533 Christine did you get my check for$7500 for escrow and do I need to do anything else to get temporary permit? On Wednesday, December 14, 2016, Christine Mattson<CMattsonn,ci.orono.mn.us>wrote: ` Hi Roman, Per our telephone conversation yesterday, attached is a copy of the Temporary Certificate of Occupancy ':": Agreement. Please sign and return with a check for$7,500. After vegetation has been established,please � contact us to schedule a site visit. Once approved we can process the escrow refund. 1 ' Once this is received we will need either you or your contractor to sign the Temporary Certificate of '! Occupancy and return also. ' Please don't hesitate to contact me if you have any questions. ','', Christine Mattson i ', Planning Assistant � City of Orono 2750 Kelley Parkway ; Orono ( MN � 55356 (physical address) 3 PO Box 66 I Crystal Bay ; MN j 55323-0066 (mailing address) � 952.249.4620 I g 952.249.4616 ' � cmattson(c�ci.orono.mn.us ; �] www.ci.orono.mn.us � Office Hours: Monday- Friday 8 am to 4:30 pm '` OUR OFFICE WILL BE CLOSED: Friday, December 23, 2016 Monday, December 26, 2016 Monday, January 2, 2017 Monday, January 16, 2017 2 Christine Mattson From: Christine Mattson Sent: Wednesday, December 14, 2016 4:08 PM To: 'romanolshansky26@gmail.com' Cc: 'lan Villamil' Subject: 940 North Arm Drive/#2016-00533 Attachments: Escrow Agreement TCO 2016-00533.pdf Hi Roman, Per our telephone conversation yesterday, attached is a copy of the Temporary Certificate of Occupancy Agreement. Please sign and return with a check for$7,500. After vegetation has been established, please contact us to schedule a site visit.Once approved we can process the escrow refund. Once this is received we will need either you or your contractor to sign the Temporary Certificate of Occupancy and return also. Please don't hesitate to contact me if you have any questions. 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Christine Mattson From: Adam Edwards Sent: Tuesday, November 15, 2016 9:52 AM To: Christine Mattson Subject: RE:940 North Arm Drive/#2016-00533 Chris, The as-built appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. One admin note:The Survey still shows proposed grade elevations(at the corners of the home). These should be removed as this is an "as-built". Adam From:Christine Mattson Sent: Monday, November 14, 2016 1:38 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: 940 North Arm Drive/#2016-00533 We received a revised as-built survey. Please review and provide comments. Thanks! From:Christine Mattson Sent:Tuesday,October 25, 2016 8:55 AM To:'ianvillamil@gmail.com'<ianvillamil@�mail.com> Cc: 'romanolshansky26@gmail.com'<romanolshanskv26@�mail.com>; 'info@edsmn.com' <info@edsmn.com> Subject:940 North Arm Drive/#2016-00533 lan, We received an as-built survey for 940 North Arm Drive, however the house and sidewalk are labeled as proposed. Please have an as-built survey submitted when the house and sidewalk are existing and can be labeled accordingly. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 0 55356(physical address) PO Box 66 � Crystal Bay � MN I 55323-0066(mailing addressJ i , , . Christine Mattson From: Christine Mattson Sent: Tuesday, October 25, 2016 8:55 AM To: 'ianvillamil@gmail.com' Cc: 'romanolshansky26@gmail.com'; 'info@edsmn.com' Subject: 940 North Arm Drive/#2016-00533 lan, We received an as-built survey for 940 North Arm Drive, however the house and sidewalk are labeled as proposed. Please have an as-built survey submitted when the house and sidewalk are existing and can be labeled accordingly. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical addressJ PO Box 66 � Crystal Bay I MN 0 55323-0066 (mailing address) '� 952.249.4620 A g 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: Friday, November 11,2016 Thursdoy& Friday, November 24&25,2016 � � i • / � • � � , 1 I emo To: Finance Department From: Christine Mattson, Planning Assistant r J' \ CC: Street File Date: May 23, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2016-00533 pertaining to 940 North Arm Drive is complete. Please refund $10,000 to the applicant, Roman Olshansky. 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'� , ; ,I II � SIGNS � �� \ �� 9��� + �O ! �J� \� '� ��; � �� � 1"�y \ �� \�•�\\` I Q I � � � � ��. ,�,,,����y�, �, 'h5• i�C�� � ��l�P`�a �l� ��'�. •_' ` 7} ��'�,�•��•� .,�o � � � � ` �FtV�'� __ ^.��k� � ',� I ,- �- , � ; �� -4 r ' . -. \ \ � �`��� , =-� _ 'E'CE , _�_ .0� ��� ` . ,, � � . �` ^ , � �\ ,� '�, � � \ \ � I \ ;y/ � ,� ` - - - -- - � \ � O � � � ._� � � � . � . , . ., � , ,f� \ �. �`, ���i2, ,��� I ` \�"�, _�_,_/ �.,1 — '� �� � _ _ .._ ...__._,1�:� — , \ 4G , � �. .v � . � < �' _- - � -- �: �, � N6 ' , � �� ���,� _-'� �V �� =Y.THIS SURVEY � `\ ;'� Bi � '� \,� � / �� _ _•/ �� `� '� ` �''` 0 � � � �i?,\ - _ ,��v �N ���o y�j �`, ` NER LOCATED �� � � OG � �'a � ��'� , - a� �N o� V � EY OR FROM � �F���`����P \ �% �; �, � �� ,�'� �\ �� �ENT TESTIMONY. � ��.�P�\, Q"�o�`:, � �-�(,�y� �-��V ��. A =1CATION AND � `-, �l�n�i.y,� � � . ��� � �. O F ,�, 9�- �`� ' . �IN FROM THE ��� � � 9�+`-� �.� '• � , Dc0 �HER STATE ONE � � �OR EXCAVATION. BUILDING SETBACKS HARDCOVER REFERENCE BENCHMARK SITE BENCHMARK TWO WETLAND ELEVATION=941.25(NAVD 88)MNDOT DISK ELEVATION=973.53(NAVD 88)T( 'OSED WETLAND ZONING: LR-16=ONE FAMILY LAKESHORE PROPOSED BUILDING 2,280 SQ.FT. "SAMS"HENNEPIN COUNTY CONTROL @ SANITARY MANHOLE N'LY OF SU RESIDENTIAL 1 ACRE DISTRICT EXISTING DRIVEWAY SURFACE 4,186 SQ.FT. NW'LY SHOULDER OF CO.RD NO.51 PROPERTY DRIVEWAY ;LIENT. HOUSE: FRONT=35 FT TOTAL LOT AREA 43,917t SQ.FT. gETWEEN ROAD AND NORTH ARM BAY SIDE= 10 FT PROPOSED HARDCOVER 14.7t% BOAT ACCESS. REAR=30 FT(NON LAKESHORE) FROM OHW=75 FT LEGAL DESCRIPTION Lot 10,Block 1,PIRATES COVE,Hennepin County, Minnesota,according to the recorded plat thereof. N0. DATE DESCRIP7ION ENGINEERING DESIGN 8c SURVEYING I HEREBY CERTIFY THAT TNIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND hIAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF iHE STA7E OF AIINNESOTA. JOB NAME: IAN VILIAMIL FIELD WORK DATE: 10 'I O 1 S DRAWN BY: TS PROJECT NO.: 15-151 6480 Wayzata Blvd. Minneapolis, MN 55426 � 7 ` ( � � a;`� OFFICE: �763) 545-2800 FAX: (763J 545-2801 ��LCiI J�v'Y«,t'ft DAlED: 7/7/2016 LOCATION: 940 NORTH ARM DR �' EMAII: info�edsmn.com WEBSITE: http://edsmn.com VLADIMIR SIVRIVER P.E. N0. 25105 ORONO, MN 55364 FIELD BOOK NO.: E�S-13 CHECKED BY: VS SHEET N0. 1 OF 2 � Call 48 Hours before diggi � G � F��T'I F" I G1��T'� O F" SL.� F��I�Y o 40 80 GOPHER STATE ONE CALL _ � 4 �-� Twin Cities Area 651-454-0002 fa � �� ������ � SCALE IN FEET ' _ _ _ - " RECEIVE� MN. 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I I�I I ��I����I��� ��I� � 1 I (< . `�, `.� ______ , � � � � �,,� �` � � � �, � � � �� ; I;�I��;�����I� ���{I', ",`��� + a DENOTES FLARED END SECTION � ��, � .� ,, � �,,�, �•,�, ��,� ��� ,,`� , ��� � �;, ., � � � ;�����,' '�; t��, ,���,q�5� - , , ,1\ I ` �o � `�� � �W� u < I I'll I�� � 1 ��� � �� ,� , � � , � , � � ,�'�� , ,� „� DENOTES PINE TREE � A ._-���� 'J � ,��' � �` n ���, �� �� �N` � �� `�� `r,��� ' !;�•' `��"'i��',`t ��`` `� _ ) .�S i �� i/� cD c �il � � � � i a� �t � �� �J� � I �i �� ` � o •. �,� ,c� � � , �, •� �ti��, � , ; � � ,� ,;�; ;���,���{1`, �,�,�, �� 999.99 DENOTES PROPOSED ELEVATION ���,<< �:� �� �,�;�', , •,' ;� -, � � � , ���, q �,,��q �,�, ,�,� �;,;�;+� ,���� ,,� � \ \ �J'\ � � t� \�\.,\ �\ �. � \` �� ��� , �I �;�I I 1�I I��I' � ` �� 1 \ ,, , � ;, / `. \ � � i \ ,`\ ig'�, _ . �I`'; I,I'; I ' `1, ' ' FFE DENOTES FINISH FLOOR ELEVATION �� � � , � , , ,` , _,� a -�P) �,�, � I � DENOTES WETLAND BUFFER SIGNS ` � s'��5 ' �i� � '[;� � ' ,.� ` �`a - ,' .'Q ' ''''' ' ' \ ti � � ` <? � ��'�`� � �q�. , ` ( �' il Iv � � �\" � � � �O �` / .i� "� 5 �y�, O /� �� � � .��x� +��.\ ,-. � -�� , , ° �.r�+P 'r', =1 _ �� �'���:�'`;�� '� �\ ,^ � LEGAL DESCRIPTION � � „� \� `\�` �����'o,�� ` �-�''-___ ���\ �E't���- - - � -„�-'��;� � `�` �.� �� Lot 10,Block 1,PIRATES COVE,Hennepin County, `:-� � � � ` ��� �,� 4 G�� � ' � �� \ '•, Minnesota,according to the recorded plat thereof. � �\\ \` \ .�� \ I \ �y �/'ary -- ,� . •� � v \ �� � . 6�-`��' , '�. � �� , � '�, �,, � ;a __ - �, � . ,;, 4 _ o � � \ \ Y-. I . '� \` \� V �. �� �". �j��.. � � � � �V� _ -� ��, -�� � A � "" � � � � NOTES . � � � �' � " - �, � p��o,,� , �� ��Gs ' �" _; � � `� �N� /� ° \\ \� 1.THE BASIS OF THE BEARING SYSTEM IS BASED ON HENNEPIN COUNTY �� \ �F�� . 'Pp� / � � ,' �\ � COORDINATES SYSTEM NAD 83(86 ADJ). �"f'� ���yl� '/'�'�; � � � '• \ 2.NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED �o�'F` ` '91- � �` `� � �`, 3.CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS.. � �� �'� ' 9s\� ��� -��`,�' �� \ 4. NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY,THIS SURVEY REFERENCE BENCHMARK SITE BENCHMARK DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. BUILDING SETBACKS HARDCOVER ELEVATION=941.25(NAVD 88)MNDOT DISK 5. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED ZONING: LR-1B=ONE FAMILY LAKESHORE ELEVATION=973.53(NAVD 88)TOP OF EITHER PHYSICALLY ON THE GROUND DURING THE SURVEY OR FROM EXISTING BUILDING N/A "SAMS"HENNEPIN COUNTY CONTROL @ SANITARY MANHOLE N'LY OF SUBJECT RESIDENTIAL 1 ACRE DISTRICT EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY. HOUSE: FRONT=35 FT EXISTING DRIVEWAY SURFACE 4,462 SQ.FT. NW'LY SHOULDER OF CO.RD NO.51 PROPERTY DRIVEWAY OTHER UTILITIES AND SERVICES MAY BE PRESENT.VERIFICATION AND TOTAL LOT AREA 43,917t SQ.FT. BETWEEN ROAD AND NORTH ARM BAY SIDE= 10 FT EXISTING HARDCOVER 10.2t% BOAT ACCESS. LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE REAR=30 FT(NON LAKESHORE) OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE FROM OHW=75 FT CALL AT{651)454-0002 PRIOR TO ANY DESIGN,PLANNING OR EXCAVATION. 6. BASED ON LEVEL ONE WETLAND DELINEATION,A LEVEL TWO WETLAND DELINEATION IS REQUIRED IN THE CASE OF F T RE PR PO ED WETLAND IMPACTS. N0. DA7E DESCRIP710N BY ENGINEERING DESIGN 8c SURVEYING I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, JOB NAME: MARK STIPAKOV AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. FIELD WORK DATE: 'IO��O�1�J � DRAWN BY: CG PROJECT NO.: 15-151 6480 Wayzota Blvd. Minneapolis, MN 55426 r-j, t OFFICE: (763� 545-2800 FAX: (763) 545-2801 '��.<< ��b'�tvcl>c DATED: 7/73/15 LOCATION: 940 NORTH ARM DR /� � EMAIL: info�edsmn.com WEBSITE: hitp://edsmn.com VLADIMIR SIVF2IVER L.S. N0. 25105 ORONO, MN 55364 FIELD BOOK NO.: EDS-13 CHECKED BY: VS SHEET N0. 1 OF 1 � � � � Cail 48 Hours before diggi � C RAD I l�I C ' � �C""1� �C'�� 1_, C'�� � � ��.5 I � � � � �T�� � ���� GOPHER STATE ONE CALL . �����VED Twin Cities Area 651-454-0002 � MN. Toll Free 1-800-252-1166 � � JUL � 6 2016 � _ _ -� - -- - - _ . �- -- - - - - - - - .. EXISTING HOUSE ii I N � 40 80 / �o �I - �ITY OF ORONO ONO �O % " � ',O � � r ` �`°'''�' '� LEGEND SCALE iN �ET ' I , , � j �''� � � � i° • DENOTES FOUND PROPERTY IRON (M) DENOTES MEASURED DISTANCE �. � '� �.� ;'�� 8,�/ 9 t29»�'o;139.11 P&M , �, �,. , �,�'��. ��'� �.4'� f " I I ' I � DENOTES SET 1/2" X 18" REBAR (P) DENOTES PLATTED DISTANCE F°�'��, ��, • ��� � , �l �o i o � r �T�b�'• i ��'�i r i��� i � r % �� �\ '!'��� � � � � r ,' � �� � � � ;-''"�'' -' '�• ��'` �' � I '� �� �'�. I WITH PLASTIC CAP "PLS 25105" SQ DENOTES SANITARY MANHOLE . , - y._�; �` � , � ;10 .1�Q , , � , � � , � � , � � � �� , .. � / / � 1 � ( ' f I 1 I I I _ 1 1 1 I � � I��11�, �1 I�I j� \ �1� c} / � � ;� ��1 , , , � �� � _,__ ---�-- - - ,�, � � � � �,�, ,���:�', � ,� + I DENOTES BOUNDARY LWE 0 DENOTES ELECTRIC METER / '�'I o�' �.,�``�_Q �- -��,/�-_�-- � �\ ,';� � � � �., ��I, '.� �� + - - - - DENOTES LOT LINE � DENOTES AIR CONDITIONER {� „�,� ii� ' i I � i i � ��1 �1ii �'i'.`G'i, , ' I i ��r 2 TOP�SAN. i i i � � � ����ii1� � i i i i i �� ��� i % I � � � � m � � � � � ,� � ` ----------- DENOTES SETBACK L�NE xxx.x DENOTES PROPOSED ELEVATION r i �i � � i i i i EL �J8.04 � � i i i � i i io i r:, i^�%�i iii i / i lT.,/ ' I I � 1 �\ / � � i . 1\I 1 1 � 1� � 11� 1 i � � o � � � � '� % � � � � �,��, � � � � o� ,-- 999 D a'-j � '1� . � � � , ; � , ,,, , � , a .. f � - ENOTES EXISIING CONTOUR LINE DENOTES TREE TO BE REMOVED � (�i ��� � � W '- , �,i 1 �`� �� ���. ��., i i � � Z DA� /r� „ (��i `� �,y �, °� , � ,�, , - � ,. � ;' ,�� 1 i � �� � ', ,�-�. �,,q, � ��; � o � ,� + ��o ►�;, X999.99 DENOTES EXISTING SPOT ELEVATION �� DENOTES PROPOSED SILT SOCK �Ai:';� �l"" ���� � � � ___ � �, i �i � � � � ���'f�' � l��' 1�,��� ��` � W �'� � � � ', ; ,t � , j ; %� i ��` I �� '���� ``` ' 0 1 m �I A`O o C� � DENOTES CONCRETE SURFACE � DENOTES PROPOSED ROCK ENT. ` ��+ mic �%'�'/ �n ' �' �' i -��1�` % ' ' � F\>\`\� � � ' l��'�`��n Z �� il.-z f-- DENOTES DRAINAGE FLOW o0000o DENOTES PROPOSED RET. WALL �( ; i � � � � i� ; i �� i 1 �\.Z��\� � � ��� �r�W � �m I W �O Z �S �. >> �� �� �� �� �� �� r i � i � r I .���. ��� ���_' D �7 N D� � , ; � . , , , ; , � � , `. � ,,, c � ,��, ,�, �, z �o ,� x ,� FFE DENOTES FINISH FLOOR ELEVATION »- DENOTES PROPOSED 4" DRAINIILE r� i r� e -r r- �� �' �+G��, / `�� � �� ' ' ' � ` ' ; � 'a'� ,''z+p.,' "'� � �� ���` '� DENOTES CONIFEROUS TREE � i i � i � ,c m � ,� � f� � �. �� � �- . �� � ;' �� . :.`������ -� '� � � � � n �eE�RE niNirt+c wn�s i ,',��� ,�� ���\�j�`', �''�� i �� � � � o��� -W DENOTES PROPOSED WATER SVC. ' " " ` ' `- " � ���' % �,� i` i`,��, � � � � ^ ,9 � � ,��`, �\' ` ``,�', " � � n`' ° �y,.�` � DENOTES BRICK PAVER SURFACE > DENOTES PROPOSED SANITARY SVC � � � � ��, � , �,� � , �� � � � �-��� �wi ♦�r �r �L � �\ .� 1 '��� �����.Q��� �����i`�,i d. Q tJ L'� _ _. � Y� A � � � � '� ' ` � ,� � � , + �� � �I T � ,� � DENOTES TREE LINE � DENOTES PROPOSED DOWNSPOUT �Z' �,p � �, �, ', ', ' '� \ �. - - ;--;\;V` ,`,', `,`��* `�;�, '',','� .. � ' / � �. .\�� '�954 -- �o� i _- r O X999.99 : ` . `' ' , , �1. ,��',,,,�,�__ j Z � � DENOTES CHAINLINK FENCE � ' ' \�\ ���� `� � i 1 r DENOTES PROPOSED TOP OF WALL � ��� , , � ,, ��. �,��� �;,� ;, , � � ���� c� �1 DENOTES WOOD FENCE ` .'� , �, `` �\ �' ` `` 1 ` ���,.���,�` ���� W Wz 9�� `i �-'f��'r. '`�� �',�;.��ii�i�' � ,�, � � � � � � �� ' �`�� ���� ' � ' ' '' I' � � X999•99 DENOTES PROPOSED 80T. OF WALL � % },r�.' � ,\ \ �'� , �, \��`•�• •a,��r�. � -�cDi u9.�c- -------- � '���� ,��� ,�, �"� �,�� � �� � DENOTES WATER CURB STOP BW � � ` � � ��`��`�� ' ' '''` ' ''" � DENOTES ELECTRIC POWER POLE xxx.x DENOTES PROPOSED CONTOUR \ � � �� � � � �' ' � � ���. . � v'� �m �`� �i i�i� i',��' �� , ,i� � � � ,� ♦ k � w O i � i � � � � �_ � � c1�. � � � ����, i '� /,��'�� 1'� � i `� m � �� � � � `, � , �� � ��� ��fl,c� ' � '��� '�''�' �' �'t' ''� I� -OE DENOTES OVERHEAD ELECTRIC � DENOTES WETLAND BUFFER SIGNS i O � � � �, �, -. �fl � m .\ ��Zx 1 i��� �ii i� � ����ii n, r. . A �. •�'�� �`. �O i � � � , � � ��`,a, �, � � -t ,�..-`fn� i `,� i,�i ',�,� �.,�;'i � I� ,;�,,i � ', � �.� � � . � i i; i I � , . � � , � � � � � � �� , . ,� � �n � � � � � , ���� � � DENOTES RETAINING WALL , , �-� � � � : �o , � o y , m� \ x + ���� i�i� '� � i i� �7ROPOSED . - i i � � .��� ir s ., r�� b -- 1` i i�i i i i i icoi .{ �i i� �t� i `�'� i �,,r - -' ` �` t� `� �� � i ii ,i iA i �� �i S WALK � � � b �� _, �� � �, A . yo , � � � i � � ��F PROPOSE ous� � , � �, �, '� , �,m �� , �,�,�;��,���� � E„�,� ', � I ,. LEGAL DESCRIPTION �� TOF= 978. ' \ \ \ � �'• ` � � \ ` �\ , : � i �i ��� i ' !�i i� \ : � � � �, \�, � � , �;��. ``, , �- ' , 4 ; �,'�"'�'� �',� ,,',��5 I + Lot 10,B ock 1,PIRATES COVE,Hennepin County, � \:�,� � J FFE= 980. � � �Q, cs, � ,N • � � , . N�`� � , `�r '� ��� ''� ;,' , ,� •• MinnI�eso�ta1,according to the recorded plat thereof. � �.`q��.��.`fl�U` �� �v� . � � � �y ��,� l� v i � ` °� , . � � ��i� . I v'��i i i i�� i �i�� � N�1 EO i � � � i� I : � � �,h � � � ��� � � � ��, \'��`�ti�: � � "� ' `„\� � � ' � � \ ` ' �' , �" �''; ' `'� '`, � 1.THE BASIS OF THE BEARING SYSTEM IS ASSUMED. . i `� . .�\ I �D . �1 �l \ �, � .1 °�\ � 4^��-��t� q �' V �i�I �I�l I I�I� I 1��1� 1 �i� I � . �� O� � p � \ 1 � � ` � �f�!I �� �1 f�� ' � \ � 1��. � ;; , � 30. � � a, '�a;- ' ` ���,, ,, ;,;, , �,,',', � 2. NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED � � �� � . , � '� � j ` �� y ', '' �_ � '��P� �(1; ;;� ' �,� � �,', � 3.CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS. r' -� ��. , ' ' 4.NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY.THIS SURVEY DOES TO SHOW \� �`�� � ��� ��� � ] � � `�• � �Q� � ��i �j�V � � � � � ��� . �8.�'�. o �yr�� � // � ti�; ,' �y - '_ -- ��°�,�,'� � '�,o � ALL EASEMENTS OF RECORD. � , �� . �S''�'°r��� , .Q t� � ,--'.�' � �p��P,F; _ _ � ,,� I 5. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED EITHER PHYSICALLY �. .\, ' �,``, ' -�,, .� 6'��,-- �=- ++ 'Q n �� � ON THE GROUND DURING THE SURVEY OR FROM EXISTING RECORDS MADE AVAILABLE TO �;. � \� . �\\`�,�Q �� � � \ " .a GO r,. � + � ���� Op�\ON V US OR BY RESIDENT TESTIMONY.OTHER UTILITIES AND SERVICES MAY BE PRESENT. ='� ',�. ''S`� � \ �. �- _ � __ u ;:- � '� � �� �� `�� ,��' ,,�;, ~� -�-'G�6 . �,�jITE PLAF� o` Gi�ADING �}_AN �� VERIFICATION AND LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE - `o \ OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE CALL AT(651) \ � � ^`'�ED 11 � 454-0002 PRIOR TO ANY DESIGN,PLANNING OR EXCAVATION. ._;T; � ,, , � ' ,- � �,y\� \�- ;-- 1� / �„ � ��o ,o''�/,y' � .�,�tC ''��dITH REVISIO�IS SITE BENCHMARK 6.BASED ON LEVEL ONE WETLAND DELINEATION,A LEVEL TWO WETLAND DELINEATION IS \ . 2 �- , j-= N Q ,/ ` , � ELEVAT�ON 973.53(NAVD 88)TOP OF REQUIRED IN THE CASE OF FUTURE PROPOSED WETLAND IMPACTS. �,�°Gs' \" � °j �� ;� ° � ;� ,;--.� -�rZOVED \ SANITARY\MANHOLE N'LY OF SUBJECT 7.TOP OF FOUNDATION AND FFE WAS PROVIDED BY THE CLIENT. �`� � �'yFti�; �p9'�, ��� � � �',, ` -'� ��, PROPEI2TY DRIVEWAY SEDIMENT & EROSION CONTROL NOTES ���, O�� - � , ,�-�� ^ � ' EY ____ + BUILL�ING SETBACKS 1.ALL EXPOSED SOIL AREA,INCLUDING TEMPORARY STOCKPILES,MUST BE STABIUZED AS SOON � � ���'`�~� g�' � � ��` � p ' ��;�C j AS POSSIBLE BUT IN NO CASE LATER THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT \ �\ ` 9s� �� \���,\' � --�^ �/- ZONING LR-16=ONE FAMILY LAKESHORE PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.STABILIZE WITH RESIDENTIAL 1 ACRE DISTRICT TEMPORARY SEED AND STRAW MULCH APPLIED AT 2 TONS PER ACRES. HARDCOVER HOUSE: FRONT=35 FT 2.SILT FENCE SHALL BE INSTALLED AND AT THE LOCATIONS SHOWN ON THE PLAN AND AROUND EXISTING NUlV�BEREl� 1�0 OTES SIDE=10 FT ` ANY STOCKPILES.SILT FENCE SHALL BE INSPECTED AND MAINTINED WEEKLY(AND WITHIN 24 EXISTING BUILDING N/A REAR=30 FT NON LAKESHORE) HRS OF A 0.5"RAINFALL)UNTIL FINAL SEEDING AND MULCHING(OR SODDING)OF LOT. EXISTING DRIVEWAY SURFACE 4,462 SQ.FT. FROM OHW=75 FT 3.A ROCK CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND MAINTAINED AT THE LOCATION TOTAL LOT AREA 43,917t SQ. FT. 1O INSTALL SILT FENCE PRIOR TO START OF SOIL DISTURBING REFERENCE BENCHA�fARK SHOWN ON THE PLAN. EXISTING HARDCOVER 10.2t% ACTIVITIES. ELEVATION=941.25(NAVD 88)MNDOT DISK 4.DUST CONTROL IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE PERMIT HOLDER MUST PROPOSED � INSTALL TEMPORARY CONCRETE WASHOUT PAD(OPTIONAL). "SAMS"HENNEPIN COUNTY CONTROL @ ELIMINATE DUST PROBLEMS UPON RECEIVING NOTICE FROM THE BUILDING OFFICIAL THAT PROPOSED BUILDING 2,280 SQ.FT. NW'LY SHOULDER OF CO. RD NO.51 THERE IS A DUST PROBLEM. EXISTING DRIVEWAY SURFACE 4,186 SQ.FT. BETWEEN ROAD AND NORTH ARM BAY 5.STREET CLEANING SHALL OCCUR DAILY OR AS NEED TOTAL lOT AREA 43,917t SQ.FT. BOAT ACCESS. PROPOSED HARDCOVER 14.7t% N0. DA7E DESCR1P77QN BY ENGINEERING DESIGN $c SURVEYING I HEREBY CERTIFY THA? THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AA4 A DULY 110ENSED LAND SURVEYOR UNDER THE UWS OF THE STA1E OF MINNESOTA. JOB NAME: IAN VILLAMIL FIELD WORK DATE: 10 648o Wayzata Blvd. Minneapolis, MN 55426 , � 7 � �. /10/15 DRAWN BY: TS PROJECT NO.: 15-151 ; ,4 OFFICE: (763� 545•2800 FAX: �763j 545-2801 !�UC. �fa�`Ccd-�?s� DA7E0: 7/73/2016 LOCATION: 940 NORTH ARM DR ' EMAIL: info@edsmn.com WEBSITE: htfp://edsmn.com VLADIMIR SIVRIVER P.E. N0. 25105 ORONO, MN 55364 FIELD BOOK NO.: EOS-13 CHECKED BY: VS S H E E T N 0. 3 O F 3