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Home My WebLink About2016-00821 - new structure/temp COO � City of Orono CERTIFICATE OF OCCUPANCY � TEMPORARY CERTIFICATE � Building Address: 4325 LAKEVIEW CT PIN: 06-117-23-43-0016 Legal Description: Lakeview of Orono Block 3 Lot 2 Zoning District: Permit No: 2016-00821 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRC-1 Occupant Load: Fire Sprinkler: N Applicant: Norton Homes Applicant Address: 18215 45th Ave N, Ste D City, State,Zip: Plymouth, MN 55446- Owner Name: Norton Homes Owner Address: 4325 Lakeview Ct City, State, Zip: Mound, MN 55364- THE FOLLOWING ARE NOTED AS INCOMPLETE OR MISSING. THESE MUST BE CORRECTED OR COMPLETED AND REINSPECTED WITHIN THE SPECIFIED NUMBER OF DAYS OR THIS CERTIFICATE WILL BE VOID Failure to correct these deficiences will cause occupancy violation citations to be issued Temporary Certificate of Occupancy for Spring Parade Use ONLY March 2-Apri14,2017 NO OCCUPANCY Prior to occupancy, contact City for Final Certificate of Occupancy requirements. I here�b gr e to mak e above corrections and to call for reins ection with the time allowed: /' ,� = _ �- � - / 7 Owner/Contractor Date 0 3- 2- 2�0►� ui mg icia Date � w • Date Time Inspector Inspecfion Type Stat H Pem�tt# Ad�ess Pemrt Type Property Type Construction Type ---�----- j 12/7l2016 12:�AAA A�T.{ ;Mechanical-Air Tesl P Y 2016-01457 4325 Lakeview Ct Mechanical Residential Medianical-Muftiple _ . _._.. . . _._. _ _. _ _.. _.— _.....__.._... _ 2/16/2f117 ;12=00 AM ROB Manometer Test with Fnal �� .P Y 2016-01457 4325 Lakewiew Ct ;Mechanical �Residerrtial �Mechan�cal Muldple ____.___ _.— ---._._. . --.� — _......___— ..____,_—._..._ _ ....___ - 2116l2017 12:00 AM ROB Mechanical-Fnal P .Y 2016-0#457 4325 Lakeview Ct 'Mechanical 'Residential Mecharncal-Nhlld e --- — -- -- — — : Nh 12f7l2016 ;12:OU AM METJ Mechanical-Rou�M P Y 20i6-0'l442 ,4325 Lakeview Ct�Mechanical R sidential Ftre�ace Gas � : _.. _........._ ,.. � __...... � —__ _. , . _...�..... 12J7l2016 _12:OD AM METJ 'Mechariical-Air Test P Y 2016-01442 :6325 Lakeview Ct ,Mechanical Residential F�replace-Gas _...._-___ __....... _. ___ ---...... .. __...__..� _._.. __ _ __._...__ ____ 2/22/2017 12:00 AM IuETJ 'Mech�ical-Final P Y 2016-01442 ;4325 Lakeview Ct Mechanical _;Residential �Fireplace-Gas --— ___._ _..._ — - --- .. 10/5l2016 :12:�AM A�TJ Plumbing-_Rou�k� P Y 2016-01207 ;4325 Lakeview Ct Plumbing !Residential Fuctures-Multiple __ :. _._ _ _ .._...... _ .._..._ .. ,......._._..... . 2/15/2017 Y12-OOAM iMETJ Plumbmg Final P Y 2016-01207 43251akeviewCt iPlumbing �Res�dantial Fnctures-l4�I�ple __ _. .. __ . _. _.._____. 11l18/201b S2:OO AM ROB �Ffumbing Rough ln P Y 2016-01207 b325 lakeview Ct T�umbing �Residerttial Factures-MuPG�e 1014l2016 ,12.00 AM METJ !Pre Rou �! F Y 2046-012tt6 4325 Lakeview Ct �Se tic � _ ;Residential Septic(t�lew or Replacement} _...... . _ � P_...... _ __ .. �"._..__.... . . P _. __ :Residential Se tic aw or Re lacement 10/11l2016 12:OQ AM ROGP Rock Bed or Trench P ,Y 2016-01266 �4325 Lakeview Ct I Septic p � P ) . _.............. _ ___. _.... _ _ .�_.__ ._ _. ,_..._...,_. _ _ � __...�..__ As�uift Hand�raw+ng _ � 2016-01206 4325 Lakenew Ct �SepUc [Residential t Septic(New ae Replacement) --- _...... — Final � �2016-0120fi 4325 Lakeview Ct �Septic F R se 'dential SepUc(New ar Replacement) _ _. .. _.. _.. . _ _.. i0l10f261fi �t2:00 AM N�TJ Pre RougFi-Up P Y 20i6-01266 4325 Lakevie►r Q tSepdc Residential 5ept�c(I�iierv orRe�acemeol) _. _ _ _. 11J6/2016 ;12:00 AM ROGF Tanks/Septic P Y �2016-012D6 4325 Lakewew Ct Sept�c_ �Residential Se �c(New or Replacement) _ -t— -- -- - r - 8/25t2016 I 12'00 AM�F�Td Sitt Fence(k�stalled R�speded) P Y�20t6-00821 '4325 Lakeview Ct New StruGure _ _ iResidential Siagle Fami k� �Y. . _. _ _. .. 8J25l2016 12 00 AM tl�TD Footing(or Rebar} P Y�2016-00821 4325 Lakeview Ct 'New Strudure 'Residential Single Fartrly __.______ . __. ____—..... _ � � .- _ . } _. _.i 10/26/2016 12.�AM :t�TJ Radon Rock Bed(Poly) ___ P �Y ;2016-00821 �4325 Lakeview Ct New 5trudure �Residerrtial Single Farruly-- _ _ _ --- ---- . _� .— _ _ r ___ _ 6130/2016 ;12:00 AM M�TJ Poured Wall(Founciation) P �Y ;201fi-�621 �4325 Lakeview Ct Mew Strucfure �Residential Single Family _ , ... 917l2Q1& J ___._— __ ...... �1200 AM Ar�TJ Foundation Water Proof(Dram Tile) ,P fY 20t6-00821 4325 Lakev�ew Ci New Structure �Residential S�n e Famil _ A A _ _� _ _...._ .. _..........._. � _. ,_ _._ _ r ...:.._.. ._ , 9/16l2016 12:a0 AM CMAT ;Foundation Survey 8f4 Water Proof P Y 2016-00821 4325 Lakeview Ct New SVucture Residentia� Smgle Family ___ �_ _. _ �. --- __ _ 1?J7l2016 ;12:00 AM F�TJ Framng P Y 2016-6D82i 4325 lakewew Gt New Strudure � !Residential Sin e Fartn 12t912016 12�OU AM ROB Msulation �P }Y 2016-0082i 4325 Lakeview Ct New Strudure �Res�dential Sin e Fami . __ _ -- - tath �2016-0�821 4325 Lakenew Ct New Structure (Residential Smgle Famdy _ � __ _.._ . -- — - _ . _.. 3I1/20fl 12 00 AM M�TJ Final aY}2016-00821 ,4325 Lakeview(:t New Structure �Residential Smgle Fartxly . , As$uaft 5urvey i 2016-00821 .4325 Lakewew Ct New Structure �Residential Smgle Fartxly _ � _� .. _. _ _ � ...�... .....____ _ Escrow Refund Requested 2016-00821 4325 Lakewew Ct PCew Structure �esidenLal Sm�e Farraly _._..._.i ..__ .... a— --- - _.. _ _. .... �..._. __ i Residerrtial S�n e Fartal ,Escrow Refunded 2016-00821 4325 Lakeview Ct New Structure � y _ , ,. t . _. Escrow Refund Requested ! 2016-00$20 ,4325 Lakeview Ct �Esaow Fee Tied to Buil�ng Pemui 'ResideMial Escrow Fee-Tied to Building Pertrot _..._ _..;__.....__........__. _...._..._._ _._. _ _ ^ -,-- _._ . _ _._ __� __ ._.....__.___.._.... a _.__ .. _ __.__.._ �...___ __._..... !Escrow Refunded : 2016-OQ82U ;4325 Lakeview Ct !Escxow Fee-Tied to 8uil�ng Permit Residential Escrow Fee-Tied to Building Pemrt � t , CITY OF ORONO * z 0 1 6 - 0 0 s z i * � 2750 KELLEY PARKWAY DATE ISSUED: 08/18/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4325 LAKEVIEW CT PIN : 06-117-23-43-0016 LEGAL DESC : LAKEVIEW OF ORONO : LOT 2 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 800,000.00 NOTE: SAC NOT REQUIRED,SEPTIC AREA SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 5,204.92 NORTON HOMES STATE SURCHARGE(VALUATION) 400.00 18215 45TH AVE N, STE D TOTAL 5,604.92 PLYMOUTH,MN 55446- Payment(s) (612)386-7661 CHECK 14462 5,604.92 Minnesota State License#: BUIL-BC639221 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this rype 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 responsibl for assuring all required inspections are requeste n co formance 'ith the State Building Code.This permit may be revoke at an�ime,€�a�.du cause. fN " � �/ ! ° _ -=a� � �' � l g�l (o Appli ant Permitee Signature Date Issued ignature Date � � Builder Acknowledgement Form Permit #2016-00821 / 4325 Lakeview Court Builder Representative Name: �acE.,J N,Et.�� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order �� will be issued. Schedule a minimum of one hour for the framing inspection. � �� 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. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning �'� and repair of roadways for any adverse impacts. 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 ll/�-- Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work � commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and �1`' approved prior to construction. w:\street files\lakeview court\4325\builder acknowledgement form 2016-00821.docx ' � 1 CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O ` _^ Mailing Address: Permit number. `7 � l �a •-(.��Z- 1V PO Box 66 - ti-� Crystal Bay, MN 55323-0066 Date received: �]"' � �—��v StreetAddress:' Received by: " yF � 2750 Kelley Park ay� L �(O —UC��'S� Plan review fee: � �g.3. Z�� t �' Orono, MN 5535� � � �KfSHO�`c. -_ � w�-�(-�.. ______.._ ___ Total Fee:L � � Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �Z This application form must be completed in full and all required information must be submitted. / , Incomplete applications will be returned. (Please print) / GENERAL INFORMATION: �—VYZS9 �ll�I�b Job Site Address: �,5 (;c�/L�VIG(� Cct/)-�'" Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes ❑ No If yes,a specia!event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: fUOr'�1 H�oM�Gs� LGC, State License# L3GG39 aa-/ Expiration Date: ,j-,�I'�7 Phone: cell /1� b- office 7 G3-.�59-�?1 Mailing Address: S� �, N. s�-.�. Ci � dv ZIP: S" � Contact Person: i5 No� Applicant is: ontracto / Homeowner (CircleOne) Email and/or Fax: Ch ' •C �1v3•$S — PROPERTY OWNER INFORMATION: Name: ,SOUrce ��,� ��{dprne� Phone (day): �(p�. $ l� !�/OI'j Address: ( �+ , N .d Cit : � I�l ZIP: SSYY� Email and/or Fax �J, ARCHITECT/ ENGINE�R INFORMATIO : SUfVI�Qf: CY�19•YYIOR�.. �1 Wfb �2J•Cpl'VI Name: G{,l'I1�1 /�GIII�°� �YG�?r7C�iiN� ,`�lgl--� Phone (day): (�(Z-g?0 • �38"g Address: OSO � N Cit : � !I?D�!-�'l�, ZIP: ,s,S Email and/or Fax: 101�r!'i e5/►ZG/►ta.Q� I C�dv . C or� PROJECT INFORMATION: Description of pro�ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal & Water Supply �New Construction [�Single Family with �esidence Addition attached garage Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial �Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �� ,��C" STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction � � G a. Length (ft.)= i� 7 Number of bedrooms= .� -� ood/ ame b.Width (ft.)= �1 Number of garage stalls: Mason Q�C,«�qp c y ��C.- f Areas in square feet Attached = � ❑ etal � � �_ ❑ ole Idg. ��e, : �0�5 �"I�� c. Basement= ��^/� �' Detached = ❑ I F d. 1 S`Story = �� ❑ site Prefab e. 2"d Story= ❑ O -site Prefab f. '/2 Story = ❑ th r(please specify): g. Total Area= :� ,o�C�':-' REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Permit A plication ❑ ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations and Mechanical Code Requirements Form ❑ ❑ Surve meetin ali requirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit s ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: 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 staffi has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: �J/ �`�"'�/ 4; , Owner's Signature: Date: ' � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �� L.J�1��V(� �/�,(�� Permit No.:�Y� *�`L.� Description of work: ��}-�' Date Rec'd: � ��`'��p � Septic review by: � Date Approved: � l Zoning review by: Date Approved: �'(7'��/ Building review by: Date Approved: � Grading review by:_��'Y1 ��(��I WO Date Approved: D '� `�� Zoning District: � Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: lv �`'" SF % Survey Submitted: �Yes 0 No Date of Survey: �• ��'�� Revised datet?): �'�'� � Landscape plan submitted? �[Yes � No Landscaper: � � jV k�� . _��;� j _ � , Proposed Setbacks: __ . � �..,'�1� � �l�t.t�ra avl. Front (La a Rear(St et)O ( N � S�� E W j ( N S E W ) s�. Wetland Side Side ;� �', . , J' , �J, } , Defined Height: �. ' � Peak Height: � J minus - mg o ur; rimeter ' feet) = 0% _ . low grade asement� es FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— floor(of the basement or crawl space)and measure from hiphest existino / ( .'�,'� START WITH the highest point of the roof. rade to the highest point of the f START WITH roof even if fill was brought in to i� I . If you have a... elevate home. SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—meas�re �. (BASED ON windows): Subtract half the distance from highest existing gr to the �i��.��- ROOF TYPE) between the highest point of the roof hi hest oint of the of. �� to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION '�OR HIPPEG ROOF � � • GABLE OR HIPPED ROOF(with (BASED ON windows): Subtract half � � windows): Subtract half the distance ROOF TYPE) the distance between the � between the top oT the highest y' highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basemenUcrawl space floor and the the top of the highest ��;�I � / EXISTING highest existing grade adjacent to the window and the highest l: `..i GRADES) foundation OR 10 feet(whichever is less). point of the roof 91�,��4 �' • (flat,�mansard,et�c):NoPES EQUALS Defined building height subtraction. J) ;,"^� Defined building height L , <J EQUALS 1'�� Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Average Lakeshore Setback Shoreland District MCWD Permit Met? Bluff � Yes � No Permit Number: I � —� 0 Yes � No N/A � Ye No � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf °/o and sf � Yes No � Yes No 1 2 3 4 5 � Type(s): Type(s): U -,�� '. �� Fees to be Char ed YES NO Permit Plan Review � State Surcharge � Investigation Fee SAC—Number of SAC Units Other(specify) Square Foota e $ per Square Foota e Basement X - _ $ 15t Floor X = $ 2"d FI00� X = $ Garage X = $ � Estimated Construction Value: $ ��, ' ' (� Orono Inspections Required Work Requiring Separate Permits �Footing 0 Site �Plumbing � Grading/Filling Poured Wall �Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey � Hardcover Removal Fireplace 0 Water Connection � Framing � Other(specify) ❑ Masonry 0 Sewer Connection Waterproofing/Drain tile � Mfg. � Lawn Irrigation Foundation Waterproofing 0 Other(specify) ❑ Landscaping Framing Insulation As-Built Survey Final 0 Lathe Required State Permits � Other(specify) �Well � Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx ' . 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. C� Completed Application �. �-� w I �� I ° Plan Review Fee Paid � , �� s�� ..�, w�.��`�� ,. < <-t 'ti�- ��►` '�� Z. �� Signed Escrow Agreement & Escrow Payment i� Building Plans (to scale) x2 ��,�� Certificate of Survey (to scale) showing the proposed project & � �� meeting all requirements x2 n � w� �. LG Hardcover Calculations (if applicable) �� `t �� ;�e �. I am aware that Orono will not issue a building permit without a ��c��t� �� copy of MCWD permits (or documentation from the MCWD stating C �'' the proposed project does not trigger their permitting requirements). I will contact the MCWD at 95Z-471-0590 regar '�, this j ct. Signed by: ��i�i�ti Address: /� � Z.c,� l c.i (c c �>� E �.�, �`•-�-- Permit #: 7 c�I �o -- L�C� �z l Packet Last Updated: January 2015 Page 2 Christine Mattson From: Adam Edwards Sent: Tuesday,August 16, 2016 4:07 PM To: Christine Mattson Subject: RE: 4325 Lakeview Ct/#2016-00821 Approved From:Christine Mattson Sent: Monday,August 15, 201610:18 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE:4325 Lakeview Ct/#2016-00821 Adam, We received a reviewed survey and landscape plan for 4325 Lakeview Court. Please review and provide comments. Thank you. From:Adam Edwards Sent: Friday,August 05, 20161:48 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<r�eitso@ci.orono.mn.us> Subject: RE: Lakeview Ct/#2016-00821 Chris, I've reviewed the Subject plan and offer the following comments: 1 1. 'The de�elopment grading plan depicts a swale in the drainage and utility easement along the western property line leading down from the Cul-de-sac. This should have already been constructed but is not shown as existing �, �. . •�-,�� . � � � ,. � �� `�� '� ��° : �° � � ,r °�• '� ��• .r � ',�� ti �� ' . ° " " ^"� ^� �� *w .y� � �� ., �" �,� ,. ��` �A *`��xt 1�_ _ _ �� .� ., � t ,�� .� �,� � :. �� r �. °� --�. .� � � �r }l��'L �� . -�� ...�. .� ;��.� �, � � -�.__ � �, _. .. y �� ° � �- .;�,_ � a w . . , _��. �.�..: � � � -.,..... �� ..".+.. �`' ° '�►"`-.. �w'�,�,,," . o.w ""�' . .. - �„"*�w.'�a S�'` x . .: :.y� '�.f s.g�, �^ y ~► �..� ,� `•:` .wn, `w. �€ Po �.4�"�� ' . ^ms f .. +` +.a.� �„, on the grading plan forthis building permit. � �'�'��! � `'.. �� 2. The grading plan depicts grading changes outside of the silt fence. The silt fence location should be altered to provide perimeter erosion control for the all disturbed earth. Otherwise no issues. From:Christine Mattson Sent:Thursday,August 04, 20161:24 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:4325 Lakeview Ct/#2016-00821 Adam & Roger, We received a building permit application for a new single family home at 4325 Lakeview Court. The initial survey submitted was incomplete. Attached is an electronic copy of an updated survey. Adam, you have a copy of the building plans in your inbox. Roger you have the building plans and the rest of the file. Comments I have: • Is proposed wetl location accurate? "Well Room" shown in building plans is on the opposite side of house. • Will there be stairs coming off the deck? • Landscape plan needs to be updated to reflect changes made to 7-21-16 survey. Please review and provide comments. Thank you! z From:John Nielsen [mailto:JohnN@nortonhomes.com] Sent:Wednesday,August 03,20161:32 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Revised Survey-L263 Lakeview(4325 Lakeview Ct) Christine, Please find attached the revised survey reflecting the requested changes in the letter dated 7/21. 1 a. Contours added lb.No retaining walls lc. Sidewalk note added 1 d. Rock entrance note added 1 e. Top of foundation pointed noted 2. MCWD permit has been issued. 3. Septic contractor will apply for applicable permit If you would like hard copies of the survey dropped off please let me know. Thank you. John Nielsen Norton Homes 763-559-2991 3 Christine Mattson From: John Nielsen <JohnN@nortonhomes.com> Sent: Wednesday,August 03,2016 1:32 PM To: Christine Mattson Subject: Revised Survey- L2B3 Lakeview(4325 Lakeview Ct) Attachments: Permit Survey L2B3 Lakeview(8-1-16).pdf Christine, Please find attached the revised survey reflecting the requested changes in the letter dated 7/21. 1 a. Contours added 1 b.No retaining walls — �.� �,�('pl y��'[�� (�,1�� lc. Sidewalk note added �"'�� I� �' �� . 1 d. Rock entrance note added 1 e. Top of foundation pointed noted 2. MCWD permit has been issued.� 3. Septic contractor will apply for applicable permit If you would like hard copies of the survey dropped off please let me know. Thank you. John Nielsen Norton Homes 763-559-2991 1 �°�o C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 �, Gti 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 l,9 t�, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFSHO� �Uiy zs,zo16 Chris Norton Norton Homes, LLC 18215 45th Avenue N Plymouth, MN 55446 Re: Building Permit Application#2016-00821 4325 Lakeview Court On July 18, 2016 the City received a building permit application for a new single family 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: 1. Certificate of Survey. We have reviewed the survey submitted and have the following comments: a. Show the existing contours as they intersect the proposed house so we can complete our building height review. b. If retaining walis are necessary they should be shown on the survey including top and bottom of wall elevations. Any proposed patios,grading,sidewalks shown on the landscape plan should also be reflected on the survey. c. Show sidewalk connecting the driveway to the front door. d. Show rock construction entrance. e. Top of Foundation. The top of foundation elevation is shown on the suroey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note,we expect the location to be consistent when submitting the foundation as-built survey. Please note: Our engineer has not reviewed the survey,so additional comments may be forth coming. 2. 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 stating the proposed project does not trigger any of their permitting requirements. 3. Separate City Permits Required for: a. Septic 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 N� VV�I��o�- ristine Mattson Planning Assistant c via email Chris Norton Craig Morse,Westwood Roger Peitso, Building Official Christine Mattson From: Christine Mattson Sent: Thursday,July 21, 2016 9:04 AM To: 'Chris norton' Cc: Craig Morse (craig.morse@westwoodps.com); Roger Peitso Subject: 4325 Lakeview Court/#2016-00821 Attachments: letter.pdf Chris, Attached is a copy of the letter being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN I 55356(physical addressJ PO Box 66 � Crystal Bay I MN � 55323-0066(mailing addressJ "�" 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us I �[ www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5,2016 1 �� City of Orono �UL 18 2016 �oN\� Hardcover Calculation Workshee��N OF ORONO �, , PropertyAddress: LOT 2, BLOCK 3 LAKEVIEW OF ORONO y ��) ��KESNOa� Prepared by: ERI C WEBSTER Date: 0 7/14/2 016 Stormwater Quality Overlay District Tier: (Circle one) �ie��- 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, 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 Survey (Square Feet) Example Gara e 24'x 30' 720 S.F. a HOUSE 78 ' X 34 ' 2 600 s.F. a GARAGE 3 8 ' X 2 5 ' 9 7 5 S.F. C SUNROOM 14 ' X 15 ' 210 S.F. D DECK 13 ' X 15 ' 192 S.F. E FRONT STEPS & STOOP � � 54 S.F. F DRIVEWAY APRON ' ' 1020 S.F. � DRIVEWAY ' � 9 0 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 Pro osed Hardcover 6 0 8 3 S.F. Excludable Hardcover See Ci Code Sec 78-1684 : D FIR T 1 0 ' F PERVI DE K 100 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 10 0 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 5 g g 3 S.F. 4 Total Lot Area 12 3 2 2 6 S.F. Proposed Hardcover Percentage [(3)=(4)] 4 , g 6 % This is an information 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 �� City of Orono �UL 18 2016 �o o, Hardcover Calculation Worksheet ctN oF oRorvo , ! Property Address: LOT 2, BLOCK 3 LAKEVIEW OF ORONO � �;� (�'rfSHOQ'E Prepared by: Date: ERIC WEBSTER 07/14/2016 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 Survey (Square Feet) Example Gara e) 24'x 30' 720 S.F. A S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G 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 S.F. Excludable Hardcover(See City 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 S.F. 4 Total Lot Area 12 2 2 S.F. Proposed Hardcover Percentage [(3)=(4)] 0 . 0 0 % (Proposed Hardcover ne�page) This is an information 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 8 of 9 RECEIVED IVew�Construction Energy Code Compliance Certificate ,Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Pos JUL 18 2016 panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo 16'drTeY OF ORONO 4325 Lakeview Court Orono, MN Name of Residential Contractor MN License Number THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) `o �, or other system monitoring N C N � �, ,�,' �,,� � ��i/ � �, — — ;� Location(or future location)of Fan: y y� � � T M�V�/�� U C Y � � a N p fl. � U � p -� ca Q i4 � � Q CO CO � � � � T � � � N N � Cl L.L j( O Insulation Location � � z f° �O v O � w N m `o � m E E -o �o a� O N � � � O O C � � � � z i� i.� � � � � � Other Please Describe Here Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist(1st Floor) r�.t Rim Joist(2nd Floor+) �-L Wall D-2 j Ceiling,flat ��Isl Ceiling,vaulted ^- �,' Bay Windows or cantilevered areas �_7C> Floors over unconditioned area -�Q Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Heater Cooling System Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manufacturer Lennox �_�; y';�v�'�t� Lennox Powered Interlocked with exhaust device. Model EL296UH110XV60C XC16-060 Describe: Input in 110,000 Capacity in output 5 Other,describe: R8tln9 Of SIZB BTUS: Gallons: �?� in Tons: C� AFUE or gg SEER 15 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 93,379 52,496 4.37 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Se/ect Type Passive Heat Recover Ventilator(HR� Capacity in cfms: Low: 90 High: 180 Other,describe: Energy Recover Ventilator(ER�Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: In HRV and Bath Fans Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 530 "metal duct Builders Associaton of Minnesota version 101014 Ve��il�tion, Makeup and Combustion Air Calcufations � � y Submit�al Form For New Dweilings ` 'fhese blank submittal forms and instructlons are ava(lable at the Clty of Chanliassen website and at City Mall. The conipiated form must be submft- ted in dupiicate at the time of application of a mechanicaf permit for new constructfon. Additiona!forms may be downioaded and printed at: hitp://www.ci.chonhassen.mn.us/serv/bulld.hhrrl. • 5ite address ',�j+� i' /� `�3'�- Z� �Ke 1�f 2 iy �.oul Date �--,�Q.�� Contractor S _ f (.�lfG�� Completed E'�Ci� t It BY �' u � . Section A • I Ventilation quantity , i (Determfne quantiry by usingTdble N1104.2 or Equdtlon il-1) ' Square feet(Condittoned area including / Basement-finished or unflnished) � �� Total requlred ventllatlon /�� Numberof bedrooms 3 ConUnuous ventilation �� Directlons-Determine the total and continuous�{entilatlon rate by either using Tab/e N11Q4.2 or equation 11-i. ' � i 7he tab/e and equatlan are be/ow, i Table N11DA.x • ! Total and Continuous Ventilation Rates(in cfrn) • ; � Number of Bedrooms • j 1 � � 3 4 5 6 Conditioned space(in Total/. Totai/ Totaf/ Total/ Total/ 7otaf/ � sq.h.) continuous continuous continuous continuous continuous continuous 2000-1500 .60/40 75/40 90/45 !05/S3 �120f60 135/68 1501-2000 70/40 85/43 100/50 115/S8 �30/65 145/73 I 2001-2500 80/40 95/48 13,0/55 125/63 . 140/70 �55�78 � 2501-3000 90/45 105/53 , 120/60 135J68 150�75 Ib5/83 � 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 � 350i-4000 110/55 125/63 140/70 155/78 170/85 • 185/93 � 4001-4500 120/6a 135/68 150/75 165/83 . 180/90 �g,5�gg i 4501-5000 130/65 145/73 160J80 175/88 190/95 205/1D3 ! 5001-5500 zao%o iss/�s 185/93 zoo/zoo zis/�os ; 5501-6�00 150/75 165/83. 180/90 195/98 210/105 225/113 I! 1 Equation 11-1 ' • . ' (Q.02 x square feet of conditloned spaceJ+(15 x(number of bedrooms+1}J=Total ventiiatlon rate(cfm) � 1 Conditioned space includes the basement. "' j 2 If conditioczed space exceeds 6000 sc�. �t._or thexe,are.more than 6 bedrooms, use I Eqiiation 11-1 from Sectiozi NI104.2 to calculate total ventilation rate.� Total ventllation—The mechanical ventifation system shall provide sufficient outdoor air to equal the totai ventifation rate average, j for each one-hour period according to the above table or equation. For heat recovery ventilators(HRVj and energy recovery ventila- ' tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor � air intake,or both,for defrost or other equ�pment cycling, Contlnuous ventllation-A minimum of 50 percent of the total ventflation rate,but not less than 40 cfm.shall be provided,on a con- tinuous rate average for each one-hour period, The portion of the mechanical ventilation system intended to be continuous may have automaiic cycling controls providing the average flow rate for each hour is met. . Page 1 of 6 I : � . . Sectton B Ventilatian Method (c�►oosa either halanced or exhaust onl j Balanced,HRV{Heat Recovary Ventilatorj or E(iV f Energy Recov- Fxhaust only eryVartfiatorj-dmofuntYlnlawmvstnotexceedcaotinuousventi• Continuonsfanratingk►cfm latlon ratlng bY more than 100lG. - Low rt1: �� High cfm: 4' ConNnuous fan rating in cfm(capadty must noi e�cceed cnntinuous ventilatian rat(n more than SOOY.) Dlrecnons-Choose the rrrelhod of ventilation,balanced or axhaust only. Balanced venU/atlon systems are rypfcally NRV or ERV's. Enter the!ow and hlgh cfm pmaunts. Low cfm a!r flow must be sqoal to or greater thon the required conilnuaus ventilotJon rpte and ( less than 100�greater than the contlnuous rcrte.(�or 1nsMnce,lf the!aw cfm Is a0 cfm,ihe vendiatlon fan musc noi exceed 8b cj'm.) Automailc controls may allow the use of a tarqerfan fhatls operated a percentage of each hour. � SeCtion C ' . I Ventilation�an Schedule Descri Non LocaUon Continuoas infiermitterrt � Qns u �. • � Dlrections-The veniilation fan schedule should describe what�!he fan!s jor,ti�e Iocarlon,efm,and whether Jt is used for cantinuous orinferml#tenT ventllaflon. The fan that is chose}'arcontJnuous venillallan must be equa!ie argreater than the I wc alrrating and less than�003�greater than the continuous rate. (For lnstarnce,!f the low cjm is 8o cfm,the conttnuous vent3/atlon fan must not exceed 8D cfm.J Automarfe cantrols may allow,the use of a lorger fon that is operated a per+centags of each hour, � Sedfon D i Ventilation Controls I Oescribe operaHon and condol of the contlnuous aod intermRt�Atventllation) i � K i1 y I ' Oirecflons-Describe ihe operatlon of the vent!(oifon system. There should be adequate detarl for plon revlewers and lnspectvrs to ver�des/gn and lnsm!lation compllance. Related irades a(so need adeguaie de2aAjor pfacement of conbols dnd proper operadan of the bu!!ding ventllallon. !f exhausthrns pre used jorbullding ventAotion,descrlbe the operotlon and locatlon of any contro/s,lndlcatois and legends. it an FRV or HRV!s to be � lnstallad,describe howlt wlll be lnstulled.!f R wltl be co»nected and Interjated with the oJr handltnp equlpment,please desc�ibe such connections as deralled fi the manu/actures'Insmllatlon fnstructions.!f the tastolJatlon lnstructlons requtre or recommend the equipment to be Interlodced with rhe � airhe»dUng equlpmentfor p�operopsration,such Interconnectlon shai!be made and described. .. Sectlon� . Make-up air Pauive tdetermined trom calculadans from Table 50�.3.1) Powered{determined From eala(atfons from i'abte 501.3.3) interbcked wtth exhaust device(determtned hom caleubtion from Tabin 5U2.3.3� Other,deseribe: ' . Location of duct or systerim ventllation make-up air:Determined from make-up atr openfng ta6ie � 5ize and type{round,r�ct�ngular,Nex or ri�gtd} � (NR means not required) • . { Page�of6 plrections•!n order io determine the makeup alr, Table 501.3.1 must be filled out(see belowJ. For most new lnstaflations,column A wi/l be approprlate,however,!f atmospherlca!!y vented appliances or so/!d fue!applJances are lnstalled,use the appropriace cofumn. For ex/sting dwellings,see IMC 301.3.3. Please note,lf the makeup afr quan[Ity ls negatJve,no addltlonal makeup a!r wl11 be re- quired for vent!!atlon,if the value!s positJve refer to Ta6le 501.3.2 and slze the opening. Transfer the cfm,slze of opening and type (round,rectungular,flex or rlgidJ to the last llne of sectlon D. The make-up alr supply must be lnstalled per 1MC 501.3.2.3. Table 501.3.1 PROCEDURE 70 DE7ERMINE MAKEUA A!R QUANIN FOR EXHAUST EQUIPMENT IN DWELLINGS Additional combustfon airwlil be re uired for combustion a Ilances,see KAIR method for calculatlons One or multlpie power One or multlple fan- One atmosphe�ically vent Multlple atmospherteat• vent or direct vent ap• assisted appliances and gas or oll appllance or lyvented gas or oll pliances or no combus- power vent or direct vent one sdlld fuei appfiance appliances or soltd fuel ilon appllances appliances appllances Column C CAlumn 0 Column A Coiumn 8 1. a)pressure factor 0�� 4.09 0.06 0.03 cfm sf b)conditioned floor area tsf�(Includi�g ��,J �'¢ unflnished basements % F Estimated House Inflltration(cfm):(1a $ �g. �} x ib� U 2.Exhaust Capadty aJ contlnuous exhaust-only ventllatlon system(cfmJ;(not applicable to be• lanced ventilatlon syscems such as HRv) b)clothes dryer(cfm) 135 135 135 135 c)8045 of largest exhaust rating(cfm); Kitchen hood typically � �� (rwt appltcable!f recirculating rystem or if powered makeup alr is elect�tcally �tedocked and match to ext+aust d)80St of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system A IfCable w If powered makeup afr is eledriealty Pp interlocked and matched to exheust) � Total Exhaust Capacity(cfmj; /'/� 2a+2b+2c+2d1 C9 3.Makeup Air Quantity(dm) ': a)total exhaust capaciry(from above� �j f � � b)estimated house Inflltrutlon(from } Q �� above) � t> Makeup Air Quantity(cfm); � (3a-3bJ _, ZV�•� �" (if value Is negative,no makeup air is needed � 4.For makeup Alr•Opening Slzing,refer � to Table 501.4.2 � A. Use this column if there are other than fen-assTsted or atmospheAcally vented gas or oil appllante or if there are no combustlo�appNances.(Power vent , , and direet vent appliances may be used,) 8. Use this column if there is one fan•assisted appllance per ventlng system,(Appllances other than atmosphericallyvented appliances may afso be In- cluded.) C, Use thls column if there is one atmospherically vented(other than fan-assiste�gas or oil appliance perventing system or one solid fuel appliance. D. Use this column if there are multiple atmospherically venied gas or otl appllances using a<ommon vent or If there are atmospheriCatlyvented gas or oil appliances and soAd/uel appllances. � � Page 3 of 6 i � Makeup Air Opening Table tor New and Existing Owelling I 7able 501.3.2 • J a One or multipie power One w multfple fan- One atmosphericaliy Multipie atmosphericalty jf vent,direct vent ap• assisted appliances and • vented gas or oil ap- vented gas or oii ep� Ouct di• I pliarnes,or no combus• power vent or direct pllance or one soUd fuel pllances or solid fuel ameter , tion appilances vent appliances appliance appilances Colqm�A Column 6 Column C Column D Aass(veopening 1-36 1-22 1—iS 1-9 3 Passive opentng 37-86 23-4i 15-28 10-17 q � Paulveopening 67-109 42-66 2g_q6 1$_z$ 5 PassNeopening 310-163 67-500 47-69 29_42 6 Passlveopenin 164-232 101-143 70-99 43-6� 7 PassNeo enin 233-317 144-195 10p-13S g2_83 $ � Paniveopening 318-419 196-258 136-179 84-110 g w/motorized dam er � Passiveopaning 420-539 259-332 380-230 13i-142 30 w/motorized dam er � Passiveopening S40—b79 333--419 231-290 143-179 l� w/motorhed dam er Powered makeu air >679 >419 >290 >179 • NA Notes: A. M equ(vale�t length of 100 feet of round smooth mMal duct Is assumed.S�btract 40 feet for the exterior hood and ten feet for each 90•degree elbow to determine the remaining length of straight duct allowable. 6. If Hexible duct is used,increase the duct diameter by one lnch.Flexibfe dutt shall be stretched with mtnimal sags.Compressed duct shall not be accepted. C. Barometric dampers are prohiblted in passive makeup alr opeatngs when any atmosphertcaily vented applSance 3s Insta(fed. D. Powered makeup air shal!be eleartcally InterJocked with the largest exhaust system. . � Sections F � � Combustion air � Not requlred per mechanicat code(No atmosphericor powervented appliances) I Pauive(see iFGC Appendix E,Worksheet E•i) 5ze arxl type Other,describe; Explanatlon-/f no acmospherlc or power vented appliances are Instp!led,check ihe approprlate bo�not requfred. !f a power vented or atmospherlcally vented appqance lnstalled,use IFGCAppendix�,Worksheet E 1(see below). Please enCer sfze and type. Combus- i tlon alr ventsupplles must communicate wlth the applJpnce orppplJunces thqirequlre the cambust3on aJr. Sectlon F calculations follow on the next 2 pages. � � . i i , � ; f'age 4 of 6 ` .�� .__� ��.,� C � �U! 1 8 2016 ,, ��1�0 q Y �� , �o� � ��--�� RESIDENTIAL LOAD CALCULATIONS Based RQ 5ed o��n��o��:� on ACCA Manual J8ae 5/512611 LEARNING SOLUTIONS' Instrucfions:Enter data info ellow fields on!. All othe�lields are re uired fext.Gre fields are ca/cWafions. Desi n Conditions: Project: NORTON HOMES Indoor Desi n Heatin d6 72 Winter 99%db -11 HTD 83 Adtlress 4325 Lakeview Court Indoor Desi n Coolin db 75 Summer 1%db 88 I CTD 13 Ci &State Orono.MN Indoor Desi n Coolin RH 50°lo Greins 24 Dail Ran e Metlium Load Info [a Latitude 44 Elevation 834 Phone# Heat 7otai Glass Area Singie Double Triple Jalousie HeaUnq Caolin (Sq.Et.) .973 X Heatfnry 81.34 46.49 34_06 61."sA 0 873 0 0 ooling Total iass Area Single Dou61e Tripie Jalousie (Sq.Ft.) North 535 X Cooling 27 2d 17 Area 0 635 0 0 Check box 6elow to NE/NW �0 X Cooling 59 4& 43 and addinternal Area 0:� 0 tl �0 Sliding Glass Doors Shading. South 150 X Cooling d3 � 3d '30 a3 No Intemal Shade Area 0� 154 0 0 . i� ❑ SE/SW �0 X Cooling 71 5� S4 77 Area p � -0� � 0 0 E&W 288 X Cooling A3 G9 fi� 8� 0 286 p 6 Doors #Drs Width Height Area Wood Wood/Metal Storm Metal MetaVMetal Storm 1 3 X� = 21 X Heatinfl 33.37 '324 29,05 97�93 0 �0 21 p X Cooliog 6.90 11.50 6.90 11_50 0 o z� n Gross Exposed Wall Height Len th Area (Sq.Ft.) �1 X 3519.5 = 3,520 Net Wall Frame-Siding Area Check i(R-2 0 Insui R-11 R-13 R-19 R-21 Exposed Wali less r 2,526 X Heating Board 75.92 8.05 7.55 5.6n 5.40 all glass and doors Insulation is 0 0 0 2,526 0 Wood Studs X Cooling ugGd. 6.96 258 2.18 1.3:5 1.16 No Board Insulation �� 0 0 0 2,628 0 Height Length Area O insul R-21nsu1 R-4 1nsu1 R-15 lnsui Net Wall(Above Grade 2') �0 X�0 =�p X Heating 48.A7 22.33 14.53 4.59 Concrete Block w/board insulation 0 0 0 0 + No interior Bnish X Cooling 7.59 3.50 228 O7E3 D 0 0 0 Net Wall(8'Below Grade) Hei ht Length Area O lnsul R-2 lnsul R-4 lnsul R-�S lnsul Concrete Block w(board insulation �X 1593.25 = 1,593 X HeaHnc� 10.?t� '.47 5.9u ?.�� No interior finish o 0 0 1,599 Ceiling(Sq.Ft.) None R19 6" R30 16" R38 12" R56 (UnderAtticorAttickneewalq Heating Width Length Area 33.8G 4.C7 2.66 2.tE 7A9 Attic Temperautre 150' �1 X 2875 = 2,875 X 0 � 0 2,876 0 Any Roofing Material Cooling 21,42 2,57 1.68 1 37 0,95 0 0 0 2,675 0 Ceiling�Sq.Ft.) None R19 6" R30 10" R38 72" R56 Coiling�elow Roof Joists Heating Width Length Area 20.00 4.?3 2.82 2A1 1.7a Dark or Bold Color Asphalt Shingle �0 X�0 =�0 X D o 0 0 0 Deck Consrtuction Cooling 11A5 1.45 0.94 0.71 0.+; 0 0 0 0 0 Basement Floor Width Length Area (2 or More Feet Beiow Grade) �X 2584 = 2,584 X hleatin9 1,83 20'Shortest Side SIa6 on Grade Linear Ft. 0 Insul R-5 R-10 R-15 Heavy Dry or Light Wet Soil �0 X Ncating 1 12.% 37.3 29.5 26.1 Verticai Edge Insul 3'below rade 0 p D 6 loor ver pen rawl Width Len th Area Olnsul R-11 R-19 R30 Space or Garage �X 291 = 291 X Heatin9 432 6.5 42 2.9 0 6 0 281 Cooling 51_1 t3.& 4.9 3A 0 0 0 291 loor ver nc ose Width Length Area Olnsul R•11 R-19 R-30 Uncontlitioned Crawl Space �X� _� X Healing '.?8 3°,6 2.50 1.8; or Unconditlonatl 6asement 0 0 0 0 X Cooling 1.02 0.47 0.32 022 0 d 6 0 + Check if Semi-Loose � Home Leaka e Factor Total CFM. Infiltration House UnAr.r 20�0 Sq.Ft. Over 2000 Sq.Ft. a HT� Ceiling Area Height Mins. Avera e Semi-Loose Average Semi-Loose q 83 2,875 X 8.5 - 60 X t1.d5 0�00 � 0�2 OAq 730 CTD 0.28 0.00 0,9G 0.00 85 � 13�� - Fireplaces CFM � 1 X 20 20 Number of People Peopie 5 X 230 = Average Desi ner Kitchen Allowance Of - Check Box for for Designer Kitchen(2400 BTUHy � 0 2400 Subtotal��y �•;�� Check Box for%Leakage Sunqlv Air and Retum%Leakaae �� ' 6%&6% o io Supply Hir Duc:Leakage anu 6%Rewm Nir Duct Leakage 09b T 0{ '� � � j �uct Loss/Gain-Supply&Retum 9%&15% ❑ 9%Supply Air Duct Leakage antl 15%Retum Air Duct Leakage 0% 0% � 12%&24% ❑ 12%Supply Air Duct Leakage and 24%Return Air Duct Leakage 0% 0% � 24%8 47°!0 24%Supply Air Duct Leakage and 47%Retum Air Duct�eakage 0% 0% i___�.� a. 35%$70% 35%Supply Air Duct Leakage antl 70%Retum Air Duct Leakage 0% 0% Blower Heat Diseount 1,707 � � � Manufacturer's ertormance data Gheck Box for 8lower Discount � �;�� ` P Ad'usted Subtotal �� Cooling Latent Load Grains CFM Latent InTiltration Gain 0.68 X 24 X 85 = Check Box if Ducts in Latent for Occupan[s an UnConditioned 5 X Z00 = space CFM I_atent for Ducts in Unconditioned �0 X 85 = space � Total Latent Heat Gain co ri htCD 2010 Hvqt learnin SoluNons S/T Ratio TOTAI.LOAD � �� TE TIME CITY OF ORONO CALLED IN INSPECTION O ICE�D ]� SCHEDULED �b ��r'�� PERMIT NO. � a �� CO ETED ADDRESS � OWNER TE PHONE NO �'�� CONTRACTOR � DESCRIPTION w ❑ 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z 01MNERICONTRACTOR TO MEET 11�U:_YES_NO n H COMMENTS: �� j 0 a a� 0 � W aC Qy F� Z W � W � J W WORK SATISFACTOFlY:PROCEED O PROJECT COMPLETE W ❑CORRECT W'ORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �9 OwnerlCorrtractor on site: inspector: White CopyAnspecMr's File Canary CopylSNe Notke � � ✓ _�� E�� ME� CITY OF ORONO CALLED IN INSPECTION NOTICE �Q'� SCHEDULED PERMIT NO..-�� (2�� COMPLEfED ADDRESS �7".��.� �ICp-tJ'f��-�-� C�� OWNER TELEPHONE N �� -�a�� . CONTRACTOR � / S � DESCRIPTION �%'�-e- � �`�� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �OURED 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 ❑ S WER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNER/CONTFiACTOR TO MEET YOU: � _NO c�.� COMMENTS: � � . a �e�� ,ax,✓ bSw�// �t�,�eP�� — � � � ' .3 ,�� s � � b�/� - �� ti ° 1'"�r�tUvt q/� ��e r �- ivt k0,n�ia r � W Q ►�D k �«iS _ � a � " 1'��n f�-�r�.�, c l�ri�•rE� ��' !'c.� w Ci'�..� � ,�p url✓I� �'67cC�r7iT � J d W ❑ R TISFACTORY:PROCEED ❑ PROJECT CON1PLEfE � RECT 1NORK&PROCEED ❑ ISSUE CERT�FICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (952� 249-46�0 OwnerlContractor on site: inspector.�- 1 r--- �� _-- White Copyllnspector's File Canary Copy/Site Notice �-� �-- ,/ DATE TIME CITY OF ORONO CALLED IN 1` �O INSPECTIONy�TI� E SCHEDULED �i-7 -!G /Q' -3� PERMIT NO.d0 -'�� CO EfED ADDRESS �� l �°�C,r� OMINER ELEPHONE NO. �-3g�-�� CONTRACTOR � � DESCRIPTION � � G� Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTI FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLINO `f�OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ZO RAD�V SLAB ❑ MECHANICAL RI ❑ SffE INSPECnON Q ❑ FR�IMING ❑ MECHANICAL FINAL ❑ RATED WALLS 1=. O ��SULATION ❑WOOD BURNER/FIREPLACE O C�P�� Q � FINAL ❑WATER HOOK-UP � FOLLOW-UP �11 ❑ AS BUILT-SURVEY ❑ SEWEH HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINBIICOKTRACTOR TO MEET Y�U:_YES_NO �i COMMENT'& � _ � • 4 � Fo4.��oti r,�.�p�� ,•�s - dK o � �r�c�:� �-�� t�k- �. � � � �iH� � s �al r.e-.� �� f e 4/a n q S ��S' � � . . Q (,J«lkperC i.]�!l �t ,fJ/o�.o� �,/�� ad r.� � W W o� � J W ❑WORIC SATISFACTOHIf:PFiOCEED ❑PROJECT COMIPLETE 41 �RECT VMORK a PFiOCEED ❑ISSUE CERTIFK)ATE OF OOCIIP�Y o O CORRECT WORIC,CALL FOR i�INSPECTION TEMPORARV �j BEFORE CONERINO PERMANB�IT ❑CORRECT UN3AFE CONDITION WITHIN M0�1RS• ❑pHpTO TAKEN INSPECTOR WILL RE?L1RN O STOP ORDER P08TED.CALL INSPECTOR ❑qTATiON ISSl1ED ❑IN8PECTION REOUIRED.CALL TO ARRAN(iE ACCESS. c.N 1or a�e next u�spection 24 nours in ad�►�oe. (952) 249-4600 on site: G�i�'� ��: 4.��- � WMt�popyAnsp�ctor's FlN Camry Copyl811�NMkti �-5 ��-- ______------�'- � DATE TIME CITY OF ORONO CALLED IN Q�` INSPECTION NQT�� _�"7 /�HEDULED � __1� PERMIT NO. �w °�`C LETED ADDRESS OWNER T HONE NO.��2� 43 —�f� CONTRACTOR � � DESCRIPTION �- � v ' 4� ❑ FOOTING ❑ DEMO F AL ❑ SEPTIC AL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(i ❑ 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 _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINEWCOKTRACTOR TO MEET 1POU:_YES_NO y COMMENTS: � ,'/ Yo�-,� � o ' �� - a� '' -�a.�c _ � 0 � W � �"a� �d•� �b � d�r1�c� a�t � Q Z o-F s��o b��— � � j �� ,y?Dc/✓ W �VQRK SATISFACTORY`.PF�CEED ❑PROJECT COMPLEfE � ��CORRECT WORK d PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK��R REINSPECTION TEMPORARY V BEFORE COA/ERINO PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. cen ro�tna�Xt��tro�za no��in e�►a�. 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CC'�� 13 CONTRACTOR �f�� DESCRIPTION `-�Z�:�-�-�� /\�:� Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ ^ v ❑ DEMO-SITE �tIC INSTALL Q OMINpYCO1�TRACTOR TO MEET Yi0 : TES_NO y COMMENTS: ��' � %' � � C� ,�- o � c.� (, lo c. C�C ` r � r/' ° — �-J � - 1�-�`�-��. � �o..�� . Q � W W � � W ❑ K SATISFACTORY:PROCEED ❑PROJECT COMPLETE � RRECT WORK d PROCEED ❑ISSUE CEFiTIFICATE OF OCCUWINCY W 0 O CORRECT WORK�LL FOR REINSPECTION TEMPORARY V BEFORE CONERINf3 PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Catl for the next inspectfon 24 hours in advance. (952) 249-4600 OwnerlContracto�sit� Inspector: i >�' White CopyAnspacMr's Flls C�nary CopylSlb Notke �� "`" - D �L TIME CITY OF ORONO cnLLED IN �� INSPECTION�TI�E��a/ SCHEDULED L�2 -� !� /� PERMR NO. �COMPLETED 1 ADDRESS T�v�-/ �� OWNER TELEPHONE NO�� CONTRACTOR � DESCRIPTION �y ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? dWNEMCOtdTRACTOR TO MEET YWI:_YES_NO � COMMENTS: �/�' �S • //-3� — !� � r L,s s �1.�, w� - o �° � � ,��t�.��P SL�•t,:� w� G( 6t/a G( vc �'��c� l� � � `�- �i v✓.'�s»�r!/_ � � l�l � ��v„�lc � � ��L-Ffi-s�� `�'r�GP s'aceGG� ,��4 �Q��oN'lo� W � � a � �� ti. L�C, vv� �/, r✓al/� Q Z ��7 �rC�vcb c -�l�r �-✓��ss ,� �c�lc/ � cJ � �1� � �D�-f- ,ba�.+1 0�-� ��cr� �v(�s s c d r�3 � � Pro vrd-� /�� •� rt��ors -�,✓��!e�!c -�- a � f�r L�o �4G� -F/a�/ �'4s S W _O/WORK SA TORY`.PROCEED ,� ' ❑PROJECT COMPLEfE W (�OORRECT WORK 8 PHOCEED �y,`��v�j4 G ❑ISSUE CERTIFlCATE OF OCCUPANCY 0� �CORRECT WORK,CALL FOR REIf'�SPECTION3 }•a�` TEMPORARY V BEFORE Cd1/ERINO ��4tLs✓ D� L•G. �4��G�_�MANENT ❑CORRECTUNSAFECONDiT10N IN H��• O PHOTOTAKEN INSPECTOR WILL RETURN� ^D V(✓J G ❑STOP OROER POSTED.CALL INSPECTOR ��i � �GTATION I ED �/ G O/t?��'�/! �/ ��c� ��'Kf� ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. h�MS 7� �6s`�., � �� Cstl for the next inspectfon 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: �- L ►"-� � WMb CoPYMspsetor's FlN Gmry Copyl8lb Notfes �� DATE �TIME ' ITY OF ORONO CALLED IN " � INSPECTION N J� SCHEDULED a� �%3 T PERMR NO. `�� COMPLETED ADDRESS �� `'e v'� r f OWNER TE PHONE N " �� l CONTRACTOR � DESCRIPTION � �' �' 4~j ❑ 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 ��NAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ��O AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q 01MNERICONTRACTOR TO MEET Y�OU:_YES_NO 2 • � COMMENTS: ��G� 1c//l�� (,? - a g'l7 � �G ��iL ' �o� 9 f-�t�; ��..-r� � - �'7�•w�,- �� ¢�j'L r�cc�e� o I . � s .o. .� c .o o� ° r�� - ��. � �a�� . Q � �9�Gs5 " � �R�o�c� 4S�or.[E Stsri►�y L � .- 5�•�S - O W � - G 4�' �br a.,�.c - � ' La•r c� .� xvt:�o,�� Ao� 1a be vc�c, e� d4!/�+e'r rGi-cs��eti 4 d� �c�t �„cP��y.! W O WORK SATISFACTORY`.PROCEED �PROJECT COMPLETE � `�QORRECT WORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 r�CORRECT NfORK�►LL FOR REINSPECTION TEMPORARY V BEFORECd1/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. O PMOTO TAKEN � INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlCorrtractor on site: 1 Inspector: Wh Copyllnspector's FiN Canary CopyfSlN Notia .. � • , ab�� c��a� y3 a s- �.��,�� - BUILDING LEAKAGE TEST lYI l' t� eSt Blower poor Testing, Inc, Date of Test: 9/25/2017 Test File: 4325 Lakeview Ct. Customer: Norton Homes Technician: Joe Lewis 18215 45th Ave N Ste D Project Number: 016-12 Plymouth, MN 55446 Phone: 612-386-7661 Building Address: 4325 Lakeview Ct. Orono, MN 55356 Test Results 1. Airflow at 50 Pascals: 1877 CFM50 (50 Pa=0.2 w.c.) 1.92 ACH50 2. Leakage Area: 103.2 in2 LBL ELA @ 4 Pa 3. Building Leakage Curve: Flow Coefficient(C)= 147.6 Exponent(n)=0.650 (Assumed) 4. Test Settings: Test Standard: RESNET One-Point Test Test Mode: Depressurization 5. Accuracy Level Standard Level of Accuracy Test Infiltration Estimates 1. EstimatedAverageAnnual Infiltration Rate: 2. Estimated Design Infiltration Rate: Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: J BUILDING LEAKAGE TEST Page 2 of 4 Date of Test: 1/25/2017 Test File:4325 Lakeview Ct. Building Information Location Cllmate Information Volume 58654 Ventilation Weather Factor Surface Area Energy Ciimate Factor FloorArea Heating Degree Days Height Cooling Degree Days #of Bedrooms Design Winter Wind Speed #of Occupants Design Summer Wind Speed Year of Construction 2016 Design Winter Temp Diff Wind Shield M Design Summer Temp Diff Heating and Cooling Cost and Efficiency Information Heating Fuel Gas Heating Fuel Cost Heating Efficiency% Cooling Fuel Cost Cooling SEER Equipment Infortnation Type Manufacturer Model Serial Number Cuatom Calibration Date Fan Energy Conservatory Model 3(110� - Micromanometer Energy Conservatory DG700 BUILDING LEAKAGE TEST Page 3 of 4 Date of Test: 1/25/2017 Test File: 4325 Lakeview Ct. Depressurization Test: Environmental Data Indoor Temperature(°F) Outdoor Temperature(°F) Altitude(ft) 70.0 30.0 750.0 Baseline Pressure Data �-- Baseline 1 (Pa) -5.2 Baseline 2 -4.1 Baseline 3 -3.8 Baseline 4 -3.8 1 Baseline 5 -3.8 Average Baseline(Pa) -4.1 Baseline Range (Pa) 1.4 Data Points-Data Entered Manualiy Nominai Baseline Adjusted Fan Nominal Adjusted Building Pressure Building Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) Configuration -50.0 -45.9 111.5 1893 1776 Ring A Time Averaging Period: 10 Deviations from Standard RESNET One-Point Test-Test Parameters None . . . BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 1/25/2017 Test File: 4325 Lakeview Ct. Comments None / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTE SCHEDULED 23--/6 1/; an PERMIT NO. rZOl "005. �I COMPLETED ADDRESS 4/3472 G=rtitu iL.w C'-i-- OWNER TELEPHONE NO.�p 7'�-7&4/ CONTRACTOR �kr► i � DESCRIPTION ir Vi 4_4 tU ❑ FOOTING 0 DEM5eeeAL 0 SEPTIC FINAL .;c ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL Z v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO (4 COMMENTS: cc W Q. IX• (�'f�L:A.r{ O Ix ° ley `' c�4 d cc0 4. 4.I • "7.I'f'c. 75reø 14 ��d //c`./ %I C:' 12 70cq0) 0110;65 o rc -11 e Pr 4 4 e.,96) ,, iyeivii 6, w Cod Q c . 4 4ij 71 kipe ex W ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ID CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractait on site: Inspector. 4 i�il ' ,,,i,..vci White Copyllnspector's File Canary CopylSite Notice 6 DATE TIME V4. E CITY OF ORONO *--L0,,2,1 CALLED IN INSPECTION NOTICE SCHEDULED - 1� 9-136 PERMIT NO. u COMPLETE! i ADDRESS I� L/A i P-i-t) ( - OWNER LQ S NO �4�a Q -- ;2./,_3 d .EPHONE _CONTRACTOR DESCRIPTION F71- - W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT vFINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO ct., COMMENTS: c W Q. .x_ O ,lir A,�•'a - �i cc , 54417 ,t.eHf' 0 Q. W ccQ - L. cc a Lu ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W )ORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /iiA. White Copyllnspector's File Canary CopylSlte Notice City of Orono CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of Section 110 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the local jurisdiction regulating building construction or use. For the following: Building Address: 4325 LAKEVIEW CT PIN: 06-117-23-43-0016 Legal Description: Lakeview of Orono Block 3 Lot 2 Zoning District: Permit No: 2016-00821 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRC-1 Occupant Load: Fire Sprinkler: N Applicant: Norton Homes Applicant Address: 18215 45th Ave N, Ste D City, State,Zip: Plymouth, MN 55446- Owner Name: Norton Homes Owner Address: 4325 Lakeview Ct City, State,Zip: Mound, MN 55364- FOR YOUR INFORMATION For any police,fire or medical emergency-Call:911 Posting of your assigned street number is required In purchasing a new home,file for your homestead at the City offices. Register your address for voting, drivers license and automobile registration. City water and sewer is billed quarterly.Septic inspection fees are billed annually. Permits are required for any additions or alterations on your property or for construction of any garages, deck, dock or other accessory structure. Special regulations prohibit any excavation, filling,grading,dredging,tree removal,or construction of any kind within 75 feet of any lakeshore or within 26 feet of any wetlands. VVI Z - 2I �� Zoning Administrator Date / 637( 8 a21‘.=a1 Date' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED U-21-11 PERMIT NO. 2.0 - 6 LI COMPLETED ADDRESS ¢325 4I4W COW OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION "Pb- t 14- sumir + Li- W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING • ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ..I• ❑ DEMO-SITE 0 SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO tu) COMMENTS: Sj2k- 0/9 C Ming/111 cc • Tur Aas ,f e1 -6c14-H Ied z Lucc W• 0 WORK SATISFACTORY:PROCEED PROJECT COMPLETE W • 0 CORRECT WORK&PROCEED E CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerIContra : on site: Inspector: .1 C/ � (/ White Copy/Inspector's File Canary Copy/Ste Notice I Christine Mattson From: Adam Edwards Sent: Tuesday, November 21, 2017 2:10 PM To: Christine Mattson Subject: RE:4325 Lakeview Court/#2016-00821 Chris, I've reviewed the subject As built and Offer the following comments: 1. The plan depicts proposed spot elevations for the existing road. The road is already there. The plan also has proposed grading on the abutting lots. There should not be any proposed grading on the as built. 2. There should be a drainage and utility easement along the south east property boundary per the development plans. 3. Otherwise the as-built appears to conform to the intent of the approved plan. a. An inspector should conduct a site visit and confirm the following: i. 1.The survey accurately depicts conditions on the ground. ii. 2.The site is stabilized to the point the any remaining erosion control can be removed. Adam From: Christine Mattson Sent:Tuesday, November 21, 2017 10:54 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject:4325 Lakeview Court/#2016-00821 Adam, We received an as-built survey for 4325 Lakeview Court. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN i 55356(physical address) PO Box 66 ` Crystal Bay j MN 55323-0066 (mailing address) S 952.249.4620 8 952.249.4616 1>Acmattson@ci.orono.mn.us I "D www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 23&24, 2017 December 22& December 25, 2017 January 1,2018 1 City of Orono 45SONO Hardcover Calculation Worksheet Property Address: 4325 Lakeview Court, Orono, MN 1��'rE5 HO''E Prepared by: CWM - Westwood Prof. Services Date: 22/20/2017 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 Total Hardcover Item (Describe) Length x Width Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A HOUSE 7X34 260U S.F. B GARAGE 38X25 978 S.F. SUNROOM 14X15 198 S.F. D rip= 13X15 288 S.F. E FRONT STEPS STOOP 6X9 58 S.F. F nRTVFWAY/STnEWAT,K 70X14 1932 S.F. G 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. S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 5 ca 7 4 S.F. Excludable Hardcover(See City Code Sec 78-1684): FIRST 100 FEET OF PERVIOUS DECK 100 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 10 0 S.F. (3) Net Existing Hardcover [Subtract line(2)from line (1)] 58 7 , S.F. (4) Total Lot Area 123L245 S.F. Proposed Hardcover Percentage [(3)_(4)] 4 . 77 (Proposed Hardcover next page) i L5 LJavi uv Paricwa 2OI - 0011-1y REC D This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contain herein;, however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. [WV [ :.' Page 8 of 9 A-S. big 14- roLtone- �`��th� CITY OF OROI\!O Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant OW\ CC: Street File Date: December 5, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2016-00821 pertaining to 4325 Lakeview Court is complete. Please refund $2,500 to the builder, Norton Homes. Make check payable to: Norton Homes 18215 45th Ave N, Suite D Plymouth, MN 55446 DO NOT MAIL. HOLD CHECK AND GIVE TO CHRISTINE. w:\street files\lakeview court\4325\escrow refund form 2016-00821.docx BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# OS'• � AGREEMENT made this I day of ��(� 1(a, by and between the CITY OF ORONO, a Minnesota municipal corporation("City")and a hti'neC, [c.L ("Owners"). Recitals n ' 1. A building permit application has been filed for /C1?1v\Q_ located at I/3;-5 t akevie.t.v U/" the ("Subject Property"), legally described as 1-0-1` Bloch. 3 La,key(cu) a'e O-4'7o 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only If the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, In excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed In accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or Infrastructure that is caused by the work(Including planning, engineering,or legal consultant review)associated with building permit#701 ko-00g7I if compliance with the approved building permit Is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has Incurred. 5. CLOSING ESCROW. The Balance on deposit In the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY: CITY OF ORONO OWN r _ By: ,__,,,v'A,6- Its: I. I OI)J011-- cr lvtei(Z7 A-4n^ thternat Use Original te'Flnance Depantmenr' • G Copy to.Streat Fllq I Packet Last Updated: January 2015 Page 22 iL NORTON HOMES LLC 1 4'4 REFERENCE NO. DESCRIPTION INVOICE DATE INVOICE AMOUNT DISCOUNT TAKEN AMOUNT PAID 4325PERMIT 7/14/16 2,500.00 2,500.00 I City of Orono ctou Keil Orono MN e 553 5r6kw ay Receipt No ; 952-249- 3,015972 4600 "U118, 2016 Norton Homes / plannin i 2016-0p8 and Zoning Ct 20 4325 Lake 1 D fj-22205 V 1 eW 2.500, :CK DATE CHECK NO. PAYEE DISCOUNTS TAKEN CHECK AMOUNT Deferred Rey- 00 ,/16 14402 City of Orono $2,500. 010;-22205 Total Developer Deposit Check nil r *'X III 6 ,oy, 41 h hl IINI�IIIIIII dll ill, �p �dl II @ I w P^ I C 2.500.00 'G I� 1u, ', „ III { Check ----:-.:..--„,.z...., I wrlil 4,11 r �qNo^s II pu;l1IlPr ° IINI WIP'; ung"o1, h; tl aTlldgq, y� u' "I u Pa N0: 14402 Illi,AIIIH ^I�r" Ilmg1 „.� +,� 'a! I .L.. Ilii utl �I Illi Yd � IhYlh�. � �IN.' L'ii,lll Ili IIII Payor: vpfil 'p I,G � I u a Ilu � I �uouuoldl I Norton2, ` W /� •IR Ff '.F •, I ,"III IUI",I +,�p 1tlI I I�dlh� IIII. To Homes 500.00 k, y z 750172610'• Jul 11, 016 tai Applied; $-.:',,`'� t AMOUNT + ,ha _. I,II II I�� I�,I II �, t t �.�uP ” III 11°a II lU, II h 1 .. � n9eII� a II U 'II � Tendered: _ 2.500, �I ill : IIIn. - 0p M I IIII i . . $ 0 00 laid ' a' ' I,w , 1 a 2,5 °7718/9r11., == .00 ;: / :58AM --_=__,_ P fi ,n I • �� 11:�C i �^ 1 hV OF III II IN, I 1" I r r i ul ' I • i #C.. r r�: 0N y1 itll 4 11I I�, Ih�� I ul 11'IIII I rr. CITY OF ORONO 11111111111 li ii 111111 I1 II 2750 KELLEY PARKWAY DATE ISSUED: 07/18/2016 ORONO,MN 55356- . (952)249-4600 FAX: (952) 249-4616 ADDRESS : 4325 LAKEVIEW CT PIN : 06-117-23-43-0016 LEGAL DESC : LAKEVIEW OF ORONO : LOT 2 BLOCK 3 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2016-00821 -PD BY:NORTON HOMES LLC-CK#14402-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 NORTON HOMES Payment(s) 18215 45TH AVE N,STE D CHECK 14402 2,500.00 PLYMOUTH,MN 55446- (612)386-7661 Minnesota State License#:BUIL-BC639221 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 Building Code.This permit may be rev ked at any time forme ca se. f LO (AA ll 1. f C AI /U1 A icant Permitee'Signature Date Issued By Signature Date 5-)4)e DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 12-Sr't1 PERMIT NO. ZObb-OOCL l COMPLETED ADDRESS q52-6WY-cozy,/ 6II1.l OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION 6A,Li i 5-u rre,u1 sI Vt.S l-i-' W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT - 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc Sfa- C31, r 0 cc 0 CC Q W CC W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC• ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice Christine Mattson From: Adam Edwards Sent: Thursday, December 07, 2017 3:55 PM To: Christine Mattson Subject: RE:4325 Lakeview Court/#2016-00821 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. Note- the D&U easement along the property line on the south east edge of the property did not make it from the approved development plans onto the plat that was recorded at the county Adam From:Christine Mattson Sent:Wednesday, December 06, 2017 9:14 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE:4325 Lakeview Court/#2016-00821 Adam, An updated survey is in your in-box for review. Thank you! From:Adam Edwards Sent:Tuesday, November 21, 2017 2:10 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE:4325 Lakeview Court/#2016-00821 Chris, I've reviewed the subject As built and Offer the following comments: 1. The plan depicts proposed spot elevations for the existing road. The road is already there. The plan also has proposed grading on the abutting lots. There should not be any proposed grading on the as built. 2. There should be a drainage and utility easement along the south east property boundary per the development plans. 3. Otherwise the as-built appears to conform to the intent of the approved plan. a. An inspector should conduct a site visit and confirm the following: i. 1.The survey accurately depicts conditions on the ground. ii. 2.The site is stabilized to the point the any remaining erosion control can be removed. Adam 1 From: Christine Mattson Sent:Tuesday, November 21, 2017 10:54 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject:4325 Lakeview Court/#2016-00821 Adam, We received an as-built survey for 4325 Lakeview Court. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ; 55356 (physical address) PO Box 66 ; Crystal Bay MN 55323-0066 (mailing address) i' 952.249.4620 ! 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: November 23&24,2017 December 22& December 25, 2017 January 1, 2018 2 Christine Mattson From: Christine Mattson Sent: Tuesday, January 02, 2018 3:34 PM To: 'Pat Hiller' Cc: Roger Peitso Subject: RE:4325 Lakeview Court/#2016-00821 Pat, We are still waiting for a final inspection to be completed on the septic system and for an as-built survey to be submitted. I have an escrow refund check ready to give you once the above has been completed. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway g Orono MN 55356 (physical address) PO Box 66 ` Crystal Bay MN 55323-0066 (mailing address) lit 952.249.4620 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: Monday,January, 15,2018 Monday, February 19, 2018 From: Christine Mattson Sent:Wednesday, December 06, 2017 10:26 AM To: 'Pat Hiller' <PatH@nortonhomes.com> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE:4325 Lakeview Court/#2016-00821 Good Morning Pat, I received the updated copy of the as-built survey yesterday,thank you. When I went to prepare the final certificate of occupancy I noticed the septic has not been finalized, nor have we received an as-built of the septic. Roger, our building official and septic specialist has contacted the septic installer notifying him of the outstanding items needed. Please don't hesitate to contact us with any questions. Christine" 1 From: Christine Mattson Sent:Tuesday, December 05, 2017 1:11 PM To: 'Pat Hiller' <PatH@nortonhomes.com> Subject: FW:4325 Lakeview Court/#2016-00821 Hi Pat, I haven't received an updated as-built survey, per my comment below, but wanted to let you know that I will request the escrow refund check to be prepared. I will not release the check or issue the Final Certificate of Occupancy until we receive the updated as-built survey. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono I MN F 55356 (physical address) PO Box 66 I Crystal Bay MN 155323-0066 (mailing address) 952.249.4620 ! 8 952.249.4616 cmattson@ci.orono.mn.us I ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, December 22,2017 Monday, December 25,2017 Monday,January 1,2018 Monday,January, 15, 2018 From: Christine Mattson Sent:Wednesday, November 22, 2017 9:08 AM To: 'Pat Hiller'<PatH@nortonhomes.com> Subject:4325 Lakeview Court/#2016-00821 Good Morning Pat, We received an as-built survey for 4325 Lakeview Court. Our engineer has reviewed the as-built survey and has the following comments: 1. The plan depicts proposed spot elevations for the existing road. The road is already there. The plan also has proposed grading on the abutting lots. There should not be any proposed grading on the as-built. 2. There should be a drainage and utility easement along the south east property boundary per the development plans. Please have the survey updated and submit a copy for our records. Please don't hesitate to contact me if you have any questions. 2 Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono I MN E 55356 (physical address) PO Box 66 ; Crystal Bay MN 55323-0066 (mailing address) St 952.249.4620 ! A 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: November 23& 24,2017 December 22& December 25, 2017 January 1, 2018 3 Christine Mattson From: Amy Williams <AmyW@nortonhomes.com> Sent: Monday, November 20, 2017 4:46 PM To: Christine Mattson Subject: Permit#2016-00821 -Erosion Control Escrow release request Attachments: 17-11-20 0008739@B03L02.pdf; 17-11-20 ExistinglmperviousB03L02.pdf Christine,please see the attached Grading As-Built Survey and Hardcover Calculation worksheet for release of the$2500 escrow to Norton Homes,LLC 18215 45th Ave N Ste D,Plymouth,MN 55446. I will drop off full size copy of survey and the printed worksheet tomorrow morning. Enjoy your evening! .hwt. vus Norton Homes, LLC 18215 45th Ave. N. Ste. D Plymouth, MN 55446 P. 763.559.2991 F. 763-551.4999 1 12/ii/2017 . Source Land Capital Mail-FW:4325 Lakeview Court t Amy Williams<amyw@sourceland.com> FW: 4325 Lakeview Court Shannon Sinnen<Shannon.Sinnen@westwoodps.com> Tue, Dec 5,2017 at 2:55 PM To:"PatH@nortonhomes.com"<PatH@nortonhomes.com> Cc:Craig Morse<Craig.Morse@westwoodps.com>, "AmyW@nortonhomes.com"<AmyW@nortonhomes.com> Pat, Here are the files that we updated and sent to you on the 22nd of Nov.The files you sent with the recent email were an older revision that you may have sent the city accidently.See below our comments about the platted easements,that the city had questions on as well. If you have any other questions, let us know. Thanks, Shannon Sinnen SURVEY TECHNICIAN shannon.sinnen@westwoodps.com Direct (952)906-7448 Main (952)937-5150 Cell (952)463-6891 Westwood Multi-Disciplined Surveying&Engineering 7699 Anagram Drive I Eden Prairie,MN 55344 westwoodps.com (888)937-5150 From:Shannon Sinnen Sent:Wednesday, November 22,2017 11:04 AM To: 'PatH@nortonhomes.com'<PatH@nortonhomes.com> Cc: Craig Morse(Craig.Morse@westwoodps.com)<Craig.Morse@westwoodps.com> Subject:4325 Lakeview Court Pat, Please find attached the revised survey per city comments. In regards to number 1,we removed the parentheses or removed the spot grade in Lakeview Court. Regarding No.2,the development plan does show an easement along the southeast line; however the recorded final plat does not show an easement.See attached final plat.The final plat is the controlling document on this easement,the city could ask us to show a proposed one on there, let us know. Thanks, RECEIVED Shannon Sinnen r� SURVEY TECHNICIAN UEC 0 0 shannon.sinnen@westwoodps.com Direct (952)906-7448 CITY OF OKoNO Main (952)937-5150 https://mai I.google.com/mail/u/0/?ui=2&ik=3c2b24ff34&jsver=vPU i2w7Prus.en.&view=pt&msg=16028766b8a91016&search=inbox&sim1=16028766b8a... 1/2 12/5/2017 Source Land Capital Mail-FW:4325 Lakeview Court Cell (952)463-6891 Westwood Multi-Disciplined Surveying&Engineering 7699 Anagram Drive I Eden Prairie,MN 55344 westwoodps.com (888)937-5150 2 attachments Lakeview of Orono.tif 1047K 17-11-22 0008739@B03L02.pdf 408K https://ma i I.goog le.com/mai I/u/0/?u i=2&i k=3c2b24ff34&jsver=vPU i2w7 Prus.en.&view=pt&msg=16028766 b8a91016&sea rch=i n box&si m1=16028766b8a... 2/2 Oi:.F.o. AL. P .A, 0 \ %-7l i LAKEVIEW OF ORONO cm tNo51a°I KNOW ALL PERSONS THESE PRESENTS:Source Land Development ink.,a South R.T.DOC.NO. 50.0 T 3Esel Dakota corporation,ownerer of the following descrdled property situated in the County of Par.2:That part of the Northeast Quarter of the Southwest Quarter except the ORONO,MINNESOTA Hennepin,State of Mirrlesota,to wit: West 10 acres thereof,lying Southwesterly of the center line of County Road No.43. ' This plat of LAKEVIEW OF ORONO was approved and accepted by the City Council of That part of the Northwest Quarter of the Northeast Quarter of Section 7, Par.3:That part of Government Lot 3,lying Southwesterly of the center line of Orono,Minnesota,at a regular meeting thereof held this 2A.g.day of Township 117,Range 23 West of the 5th Principal Meridian,lying Northeasterly County Road No.43,except that part thereof embraced in Registered Land -LUPE ,20/5 .If applicable,the written comments and of the centerline of County Road No.151 and Westerly of the centerline of Survey No.1508 all in Section 6,Township 117,Range 23,County of recommendations of the Commissioner of Transportation and the County Highway County Road No.43.The West and North boundary lines of which tract are Hennepin,State of Minnesota. Engineer have been received by the City or the prescribed 30 day period has elapsed • particularly described as follows:Beginning at the Southwest corner of the without receipt of such comments and recommendations,as prodded by Minnesota Northwest Quarter of the Northeast Quarter of said Section 7,Indicated Has caused the same to be surveyed and platted as LAKEVIEW OF ORONO and does Statutes,Section 505.03,Subdivision 2. bye concrete monument bearing a brass plate marked'Judicial Landmark:" hereby dedicate to the public for public use forever the public ways,and easements for • located at said point;thence North along the West line of the Northeast Quarter drainage and utility purposes as shown on this plat. CITY COUNCIL OF ORONO,MINNESOTA f of said Section 7,a distance of 1312 and 15/100 feet to the point of FT.OF CURVE N UNE OF NE 1/4 Intersection of said line with the North line of said Section 7,indicated by a In witness whereof said Source Land Development,Inc.,a South Dakota corporation By ,Mayo AT NE COR OF SW 1M OF BW 1M SEC 6 Sandstone monument located at said point:thence East ab the North line ,has caused tin se presents to be net is r officer this 1•.� SWMSEC6T717R23 T117N,R23W l'N'e - 001 fig Pre signed by PfoPe �dflyrn NW 1/4 SEC. 5 of said Section 7,a distance of 2008 and 5/10 feet to the intersection of a7V/J ,2Q. By ,Clerk - ; EST ESTATES said line with the North Ann of Lake Minnetonka,indicated by a concrete Signed:Source ent,Inc.,a South Dakota corporation �� :."N89'5 ARM ��r r,I w monument with a brassplate marked'Judidat Landmark'located at saidO i Se., 4nD O L NOR H area Dar.E N89 58'u E iSt ARI0T ,,;,,;a; 0.3 �- N89'58'14-E 3951.90 point. hie. r NOW Pw ca NORTH ARU DM _ '�-322.40 --- 0 By Its 9wReT tAhie. FI IlaJlff-I Q� Sane --,1'; I----N�1E-OFHW 1W I,� \ �� v The North fourth of the Southwest Quarter of the Southwest Quarter and the P .Hiller Resident and Real Estate Services,Hennepin County,Minnesota •/1' I OF Sw'1M NW 1M OF 5V41/4 'I ht:/19..,4 \ i I Northwest Quarter of the Southwest Quarter of Section 6,Township 117,Range Irr 33' see a 2117th,Rarw S \ 23. STATE OF MINNESOTA . I hereby certify that taxes payable in 2075_and prior years have been paid for land 14'45.°4.11a$ ~O' Ni _T I COUNTY OF tUR///ef)/A described on this plat,dated this 3_day of Ah,,4 v_s Y ,201 S AY• \\ ;\m I That part of the West 10 acres of the Northeast Quarter of the Southwest e • I 0 . . \ I Quarter of Section 6,Township 117,Range 23,lying Southwesterly of the This ir�W ryent was acknowledged before me on this ID da of ICr K1L4M!.�r \ \ centerline of North Arm Drive,formerly County Road No.43; til fI[ 20 S ,by Patrick R.Hiller,Its y of Source Land OK i.e. Mark V.Chapin,County Auditor J e�/yl�y/hop b 1,M�w A s. \\ \\',n, The South Half of the North Half of the Southwest Quarter of the Southwest D 9' corporation on behalf oWa7€a/!c By l�\.✓ Ci•. �„�ve ,Deputy : \ t'.p Quarter of Section 6,Township I17,Rarge 23,EXCEPT the North 178.45 feet i to of Not�y Notary's Print Name at 0,NoerueIW one=-. \ \"is of the West 500 feet thereof; Notary Public,11191// /1 County, nesota 41 ,iS I PEN VICTORIA ESTATES I \ C n /\ My Commission Expires January 31,20�. 0 0 \ �j4 .. / \ The North 261 feet of the Southeast Quarter of the Southwest Quarter of the i I \\ .- 1.•,..‘ / \ Southwest Quarter of Section 6,Township 117,Range 23. H f / ti` SURVEY DIVISION,Hennepin S I'h I \ • v / C'''...? • \ nepi County,Minnesota I lo \ ,,/ :S3• The East 200 feet of the West 400 feet of the South 203 feet of the Southeast \ \ / \ Quarter of the Southwest Quarter of Section 6,Township 117,Range 23, I,Daniel J.McM r ch,do hereby certify that this plat was prepared by me or under my Pursuarht1 Minnesota,fttatute on 3838.565(1969),this Plat has been approved ��, N/y vo, C \ .!*p c, according to the United States Government Survey thereof. direct supervision;that I am a duly Ucensed L.arrd Surveyor in the State of Minnesota; this 25 day of PnuL K ,2015- ^I \ r4, -' / that this plat is a correct representation of the boundary survey;that all mathematical data \ /'� I. J'1 4 s \ .• // Par.1:The Southeast Quarter of the Southwest Quarter,except the West 400 feet and labels are correctly designated on the this plat;that all monuments depicted on the 1LI1 J W ?? Op °' \\ / of the South 203 feet thereof and except the East 150 feet of the West 550 feet of the plat have been,or will be correctly set within one year;that a0 water boundaries and wet Chris F.Mavis,Cos eye W S, i \ .\ / South 303 feet thereof,and except that part of the North 52 feet of the South 355 feet lands,as defined in Minnesota Statutes,Section 505.01,Subd.3,as of the date of this - I0. ,�h� �' // o o \ ` / of said Southeast Quarter of the Southwest Quarter which Iles between lines certificate are shown and labeled on this plat;and all public ways are shown and labeled By `i-,I[v\ 1 /g „ H� \ " \ bearing North 41 degrees 07 minutes 37 seconds East from the Northwest and on the plat. is \ v% Northeast corners of said East 150 feet assuming the west line of said East 150 feet AA W w, 3 FC' j a 4 \ \�1• bears North 0 degrees 04 minutes 25 seconds West Dated this /U*'day of July 2015 -- 7ti E 6 g I 0p PARCEL 2 \\ �I CI:1 S/J \ \A ' DETAIL net.;O 11.C> a / \ \\� a o Nor TO SCALE Daniel J.McMindh,({,canaed Land SurveyorRegistrar of Tides,Hennepin County,Minnesota �--, Minnesota Licerree No.25684[ 0 SEE INSET A __ /4 SF \\ •Z\\O'� °� STATE OF MINNESOTA I herby certlly t the within plat of LAKEVIEW OF ORONO was Pad in this office this COUNTY OF HENNEPIN I0. Y .201ry,at 9 ,E i§ (Sheet 2 of 4 Sheets) s s te 1 v L') •- I t$ o I I I \\ •\ t Wt", k This instrument was acknowledged before me this In day of s,U I , z, YJ \ • 7'§,,' . Martin McCormick,R ip gtrar of Titles 9 w \ \ 3 s;' saw°ax2 21 E 41411.1 5,by Daniel J.McAninch. 1pgl(/far uf't :� Ih SINE OF NW 1/4--t3 \ -'\ `. .' ` BY ' Deputy Ft : OF 3W 1/1 I II SLNEOF NE1/4\ L.83.72,R-1927.2- UT w WNT/ Ft t‘ I� i \��1 s LINE OF ooV7 WT z nature of Notary Notary's e't� _ 589'03'IS'E 1332.66 j I' �i OF SWIM 0.2'29'20"CL..63.71 A/ 9ECe 0 firs.}o I _ 322.38 ChDir.S42'2Y43"E` CT RIA ESTATES SECTION LOCATION MOM ,� 666.30- , 66.30 ,_: I _ 1 r i.,,v ,E.3 Notary Public,Hennepin County,Minnesota NLNEOFSW 1/1 -11 589'03'15"E i}39.07 .t \ NUNEOF GOUT LOT M Commission res Jan 31,21A SECTIONS 6 8 7,T 117th,R 23W OF SW IM I NINE OF 8E IM h Y Expires January OF 8W 1M �� \ SECB N FOURTH OF BW'1/4 Of SW I/4 \ \� N89`45'4315 NKr 52 MAW I nI Z 3 NI �1 L.298.7s.8.1927.20 \ \ 2N452.84"5' 4.84 42 W NI LEGEND c s9z x6a.ee _. IH__,16GI.W'AY EASEMENT H.C.SAH.NO.19 PLAT 50.nI :k 2 gy n'/ 1 A.8°5755 �_, \ ,-/24.84 I I / DOC.NO.1484/82 �0 , \ /� \ \ ,CENTERLINE NORTH ARM DRIVE • DENOTES IRON MONUMENT FOUND ASFi -- I I i SUNS OFNFOURTH \ , ,(�2�)�R RLS 1 LABELED Ylr' It ' I N88°48'45"W 500.02 OF S w 1M OF SW vs C / 8I I / I 't•}•� \� - N.N. DENOTES IRON MONUMENT SET W/CAP 1dj �� ___._ "�_. __ ..-_.-_ _��- S24°11'13.11/1 C�\: O STAMPED"RLS 25684' g V I 500 '- ,• ----,--- Y= \ 192.35 ; \ \\ Narnrr4•I 527208 I' I v I n s �p \ _ N65°39'42'W 1 _ `m fX \ \,\ _ DENOTES FOUND CAST IRON n I?-•'i I EXCEPTION �^ N kh�2 yo ,O., Cep \ �`i\�123.39 O -I n 6 ` / :'� /Q \ 7..237.61.8.330.65 MONUMENT 7t. / r g I) I S88°48'45"E 1 500.02.2.- w 1/4 of sw V 4 �I$ Es t • / , ;40 1/4 N \ y4R „' of N 1/znI of 6W SSG 6 n S`c / PARCEL / o .If l':. "0. • S7 7300 `� \ , _ A.41°10'22' n DENOTES MAGNETIC NAIL SET g j-_,/ /lA '3.9 2 R I s 1/2 I S / / 1f F $ WITH DISK STAMPED RLS 25684 //, SITE y m \'p UNE 4 / ,� X25"E �\\\ �\ 0 °r C DENOTES CALCULATED DISTANCE o w I OFSw 1M OF SW IM� ,l , es d' \ '.0 "lt,. R.M. 4 I' 5'b 586'34'15"E1 669.56_ I- SM, o ;S 3 (p) DENOTES DEED DISTANCE or BEARING tae , S88°34'15"E 669.53 334.78 `T---- ,-,-----1'° ( 3 C Se604'24-E �i. � -- 334.78 / -,,,,, T s�+ \�a g - TRACT 2 �> of SEE INSET B/4 SFc SEE INSET C �` `\\ I�R ' p1,1 �J, kc[y F ' 9°I' 6 r\ a N � (Sheet 3 of 4 Sheets) 1 (Sheet 4 of 4 Sheets) ; \.. �\ Izw oP� 1 15103' Nc o O4 \ - 2 F1 \.' O� r si - e 'kin C' sM221ew NEW 45.3115/ I 5]11.36 k - may.____-_-_ _._ - (DOC.588°1T16'E) /3 PARCEL 3 \� 1 270.76 670.78 s'4 N88°34'15-W 150.07 1 f�� '9Rp �m� \\ \�� _ _ - --- x, of N41ror3TE D S88105'33"E {,gm N \ N.C.M.c.r �9� • i `t> op N41°19'24*E,___ P W= Op \y a ,� /' a Ise i CC,- 6731 . p 2z 41! N41ro77TE D 1 g 601, k'ey's \/ ,r 0,,, cs }rl� N, e4. _ o f o =�N41°19'24'E T ,.i \ !I 'R rn 200.10 T_ 87.31 `o .6 48-S 48-S I o I S88°05'33"2E ;L n o 1 �0% �% \ \ "'re b/48th �7I •i Z /I 0`'650-,-kNp� 1Q k8 a. .; 1 ,OENTERLNE 3 ; \\ S''C7 NHfTONkA ick•1 __ 9.I•-2W-�cr O R ",'1, o jdO.RD.NO.151 \\ \ US s. -8S `I SEC RUNE SW I/4 SEE DETAIL • sIIOREUNEN88'D5'33-WI 1}45.6} EXCEPT'.ONJLM NOT FOUND\�I' Lr�- + �) °o T J DRAINAGE AND 11TILIN EASEMENT 91.28 CL OP 36'E tL S 1567 itamoi ROAD g _ 7' �1 ---J N Z lf,' - 1.....----N, BELOW LEFT \ NN • ARE SHOWN THUS: - 672.82 ^I' (=0. RD 75:)- g--- -a- ) r 1 ,--HIGHWAY EASEMENT \ I _ \ (NO SCALE) }^I..t4 I- 376.41 - 336.4 $ 200.10 _ s �� ____.-I- -"'� i DOC.NO.(:31268 4. \ \ \ NORTH ��vv - \ 2019.89-- I I / ±d�- I �,`c.T T 1 , k.T T_._588'0�33-ET-2691.26- 88°D$'33 a'E5T aRAh"„`H ROAD $ �Afl.1 1 N88°OS'33"W C)"'� 04'24'E-_ -�'�- a-- - p�NO 531 --2006.5 D--I'., 04'24'E \ (HENNEPIN COUNTY) tA;rp. I I SI ACRES I I::E�r 0.R ,.CFiI N 325.25 •13 _ - �__ - 0 8 8 V.44 OP' I N I GREs I I FiIL.. I MKIHWAYEASEMEMy V\ 1' - , 79.11 C ARM c 5.00^I + a MENNEPIN TAR.. I u,nn .; ...,,,-.,.,.r Doc.No.s3z3z3 �;Ge:y =--- � 1� P:k:0 '; „s° ///��/ h ..N,,,.TRE nUVIkIVr. _ .. � < � \\ �......;.o. F�'- II II I-I`' �� I 1` ..6,.........NE::sec / / 30.14 JNA • _I---7 S00 -1_ r N 1 VIEW I I Iii/ d c3 gyp\\`° dpi\IM.'"RAVE/ ( 'S J F I RAV LINE PARALLEL--\ xpN y t` Bq C �4. \ \ /,�,9.1* IAS • - -- WITH CIL L --- /I\I IurAA1eNT f n 1I 1 'OR5 k.,NBs,497s� C� 34.'12\ /- / } } /! - 1 I I P'""y Smarm.L10n), d `f. \'r' - }L.22S1,8.288.48 rJ1 MINNETON%A G2 PER DOC.NO9.532323,531256 � W / BEING 5.00 FEET IN WIDTH ADJOINING i S 1/4 COR SEC B�lE'LY EXT.a LINE,SW 1/4 SEC.6)1 L=14.42,R:954.93 I ^"tA \ d.44°O6'04",0.215.10 HENNEPIN CA. WEST UNE OF NE 1/4 *° // CAST IRON MON. POINT IN LAKE LOT LINES,AND 10.00 FEET IN WIDTH GRAPHIC 3CAT.r. $ Nov'os'33'W 3002.1)- $ -i 0-051'54 6;9,2144.9. I SEC 7,T117N,R23W �" `_`"•--'"r CBRG.N24°58'46'E NOT FOUND/ ADJOINING RIGHT OF WAY LINES 310.84 + ,-'- I•ChDir=N8T39'36-W " I ��- S46°59'48'W / UNLESS OTHERWISE INDICATED,AS f. 200 0 100 200 0-. _,_,,_-- , \ tD 112.51 SHOWN ON THE PLAT. 3 s LINE of 0.w 1M. S88°04'24"E 325.25 - - -� • °O / \ SEC.8 \ IN FEET \WCONSW tM,SEG.6 \SUNE GOVT LOT 3 I I / POB CA 0005 532323,531258 Nor ON(A I I ,-WCOR OF THE /S.LINEOF GLINT.PT.wrTH l / NW1/4 OF NE1/4 / NW IM OF NEI/4 's THE ORIENTATION OF THIS BEARING SYSTEM IS DETAIL SUNE GOVTLOT 3 I / SEC 7,1'117N 9 23W / SECT BASED ON THE WEST LINE OF THE NW 1/4 OF THE L NOT TO SCALE NOT TANGENT J ;/ JUA NOT FOUND / . SW 1/4,SEC.6,TWP.117N,RGE,23W,WHICH IS L.--(PO6) 1 e ` . Iiii§/ , ASSUMED TO BEAR N 0°35 17'E. ENGINEERING I SURVEYING I ENVIRONMENTAL I PLANNING SHEET 1 OF 4 SHEETS OFFICIAL PLAT tO) 7 LAKEVIEW OF ORONO y R.T.DOC.NO. cJeA�S.\�•4'I7 Si 1454 . (INSET A) NORTH ARM `rt11:4'-- i� Il 2 -- N89'58'14'E 1320.07-- �'-'-.-��_ 305247 "10`""7f ` Q i y›L-268.35,R=314.35 s NORTH ARM DRIVE /1400•SE 14•E 1180.46 726045 °� 9.... / 4..4...„. �`.X A-48°54'43' \ 76DRAINAGE AND UTILITY EASEMENT 1 $ -18r{}- N UNE OF NW 1/4 T �i 5.00 'Imo" 247.16 I, v/. \ 1 �✓ / �� OF SW 714 77ECe J SO'Ot'46'E`ffI JSO.0,•45•E / A36°oj> �a1J. �\ v) I OFSW NSEC 6 SE J/ ARENO SCALE) SHOWN US: \ \\ T 11714,MIN 6910 1 6398 / /II \ T 11714,52350. Id \\ \ L_ 11 ,f P7. OF CURVE-� r 8• 7� \ C� I _O _ 0.06E OF UNE / 33 =,,..,...s,...:,'Ib !�. : �� o 0 k, 40, I. . IgA. L :_, \ g 6.00 •.L, \,\\�• tw"'� 1 I 60 19 121 6x k et/ t.A1147 ''�'w// 4 I GRAPHIC SCALE 1 - 5.00 1 \ ° \ \-6 `, _ ;w�' / / • I ,\ r? I 100 0 so 100 7 \\< 8�/ \.b�/\\\'`` WET LAND µ / `e W6 I //�' i�"��O�r(�\\ 1I /`\ a '4T .\\\�% @�A V3 /./5 ../'./ 11713.111'128451F .1,5„,0,// d \ -�7' \I L i (IN FEET) .t/• d` \ BEING 5.00 FEET IN WIDTH ADJOINING e_ � \ N a%d DRAINAGE .wo \ "-. 7m4•ar oiw Y/ \\g /.'��•/ Nee'arms i i�, /i '/ iC-I LOTADJOINING RIGHT OF WAY UNES,AND 10.00 FEET UNES, _ ,5 >\ THE ORIENTATION OF THIS BEARING SYSTEM IS T. \ \ / Pm-275mI i'I /�y'� / \ 7 \ "� BASED ON THE WEST UNE OF THE NW 1/4 OF THE UNLESS OTHERWISE SHOWN ON THE FAINDICATED,AS '4 - 46•30 ' 6\. � /( \ "/C' SW 1/4,SEC.6,TWP.117N,RGE.23W,WHICH IS 1 \ N53.5ro6w •O / [� / 4% _ • / \ \ / /' ASSUMED TO BEAR N 0°39'17*E 4ew, [ ` _ Nrovo7w f 4T • �� \Q /" ,• IN3a'ISOVE46.41 '-'`4 ' 5141 ,l .. :\j• 4y%'�/ /I I a `I"I 1"Ir_ 3 ' �1F� *'''?,•'-2 107.60/ t`O'/'DRAINACaE -_O"J 1 1 p=ro \�/� \ ,, l \\ (/ V/ m \U11LRY EASEMENT/�^ /.'‘S‘ !N._ __AN\ ">2 a .74,. I i'4P ,/ '' 1 Z :11 i% \� \ L/\ /� cn W s •/ 4r )-ur7LITr-WET LAND $i t;' 6.12 1/4 \ �\� / \ _ N e «�Is•N �g EASEMENrg/8 ( 'i'a;_.' / 'L t, i \ II LEGEND 1111111 1-Pr , y W a\ ii , ,=.7.-1-.41 7,.,:4---,):0„,<.--,7, D"..,._ ,1 yyy�.y� \ `I 0,./ \ DENOTES IRON MONUMENT FOUND AS ,.., o �/ \``;•� ,•""^ Q be !)E, i ��_••^cE AND UI6J7). .� \ �` / f�•'C LABELED �,/' - - .- N \` 0151 <' /•`• 78 a`p// �. EisEUEM 20 `4 �D\ � _��\ / J > DENOTES IRON MONUMENT SET W/CAP c I n o '>' \ if, / / _ �;•\\@�b r 7 -�' @�\ / �J• / O STAMPED"RLS 2r 4• / �/ 1s.39f \e �r-WET LAND ^ p@. \ / sI 3 \ \ I•' .�J // 17 �� \s \ E // \ F, v J' / O MONUMENT FOUND CAST IRON LiJ IxI W �, \ Irk / 3 PARCEL 2 /� / I O f \ N N 4 511 3. =. I$ 181 . 1 // ,$v 7/ s '' •� // ' , <1-* / A DENOTES MAGNETIC NAIL SET \ \ \• r! ,00.16, � . 1___N,7„,......„, _ _,,,,___,,. •:,, : 411 t I I 0\ \ / WfTH DISK STAMPED RLS 25664' ti,� .N67'tr Se'E , • \.` k / N�•H I i a e� // \ \ / c DENOTES CALCULATED DISTANCE \ \�r �•:!A.., 000 ANO Tion g• •S i5 OL e/a7' 4-4°1/ � / I () $// • \/ .,,A° •••P ..133 EASEMENT OVER OUILOT N : • /1/5',-)4;.;3.'' `O / 541°23'S0'E 16 II I /tl°/ \\ ` (1) DENOTES DEED DISTANCE a BEARING .- \ 440• 716T 1E xw '1_,7.:03. T /�q(l834 /� / 2 i 1- \ \fin /po ser to seW� ,6zD5 °•4e� Za N,t•tr34w 2� 21 N DENOTES EDGE OF WET LAND N / q33, 101,5 . 06..� $ . I 4,.62''•\ // / / \ \ `1.7 +y0"6 •I�_ '•�• / • 11x53.38 NP OT MIT '/ 1' //f 11s�/ •,� QZ \ X 4;s <t-to' wtiy` _! As•582E o� �/ 1✓/ ,,�+/ vr\ \ . 3 ri• z7o 1s Z 'qtr- ` L f 1�• I�'�q }8• she 33 52E '!'I /�+ / \ \ G.:,^) 4 \\/`0 / 10 :�\ \,',A �:` F4 27dLPr - - - - _, -,-.._:=1 /Ste"/ >• \ ( ) _ �a1 lj/ v ,t�. !o• 00. 15 Ho, <./52SI' 10.16=-/) 7 ,A--) L) CD ,I _ - /o�J/0..0. $:\'��' \ � -j', 11��3 / / 22 / \ \ /� DETAIL LJ u7 ut---.8•0.74'47T _36051 • @+' /�.$ •:• �fT.� °a 4P •�\\ I 9 14 I III \ // / ,!� \ <; T.,,3 NOT To SCALE Lss.w ,!04, - • • I I I ,( $•c)" \ 5 v wA �. __ J`^ ,' 5.11.2enr 'Oq r__ /b- O \ I .. ,� / \ ll f� u�� -> I' _ ./I R Lain- a' yL n= =nom 7 1r�w // \ �i' \ 4 II X11 I \ �•\ / b �u / \ y�\ `Lt'; ? o� - 4� `S / \ / ea•4Da • .Y \ OSS \4s �. (1 se • R!3 g 9. - '50'•e.,4 ? WET LAND- / N '!'S '� ^ 1 0_ i o �,5 SSI3F \ I I "� a� i / OUTLOT I OTV \ ,/ \ �Y �_- CD 114 5 I I °\''Y .� II �„,r / 1' \`, ,�„ Mri \ a, \O `� $: o �9 -- 0) \ 1 1 ski• : Ibg 9 i a. \\� r' �/ �`\ • i�s6iroew ,a1L•\\ --MOO � r �J` \ 0 g a� +r LJ 1 • h•\ ` 4 / •1 1@ • 3 • 6 / 169.16 *>k•' ,>- / 6 \) \�"\. '�/ \\ , Nee 12.391%, \ a�!e )'p \e� I <� O \1 i 5_21 (,\ �� / 1430 3 X088 rl .�` �1r-7w •'kz>`" `•4i 'ND �' i / / \,'NAC\'q�,�� z2.0o.',..1I'''f 53%.‘.1•2.\'?�1 \• \ \Oe 't1�,9 `O �11•• •.C• \I� I( zyo+ l• S, t ;Ii 11 aue+A�E \ o:• • b �t •� 13 ''\' 'Nb\ 7a_ Jl @ ^,/ ''aa• \c . •i� C7e�S 589°02'21'E \s / 1 'I (i) / \`�so, e ( \ WET LAND !C.P. 0 �.I \ \ a�{L \ 7p'e l /z) RIZ °Olt / ow> 'P..+n 97 �i/ \ .^r ,�,....";,..RP,...8. N \ 47 \ I �� Jo?6\ \ �°'&�`'O 6.34 -D_ F- O\ C4 16721 / «\ Via°. �*oab R f 1 je A ; \ \vt' I '�\y, �F _ 8/ 9 WET LAND i \ •o- �� `QWw,_ .... \ \Q \1CP.', CC `C ( Is / / 4. ` // \ \ !r 40#7• 14.7 �j"�y Wr`�Y i �/ l \ _^+E �� \ � '` OG.) I Z 1 / a6 4;,t. ;`;asa b. \'. / a4• O• 'zd) �4D \ . �y e06 a ��`•,\��• •.,_15.55 707 ....\ T \'\ 7� 1 •30.11 , \oi / SONE OF NW t/4-�`�`:\ J I v! / / •• 171_ Op__ A) (qy� -.-\ II , _ ,350 T- I': I OF SW 7/4 SECS \ Z 3 p \ q,'••1' / 577.arstre'--• 29.51 ��'��\. \ r 1_.1-) Ne6°4e 4rE �\ \ E/180/ErrT C F-• L \ c•'• K}C // ' i ._ , 136.n 6 ,-\,` T117N.R2]W \ \P'�9 // 65.06 ; \ $ "�7Y \ /.4. , r • -� I, •,,,-,:---- /i, _____ J \\ WY•1D41w � I,' P // 6UNE OF NE IN- E(p,�_' 1: ', • ' SLINEOF GOVT. EC8-� F- d -- �e613 JO'�•�O 1 • kyr OT 2.N SECS 1 / _-_ 8�0'E 799.10 ;3 _ 1_- _ 436.31 6,.3K . OF SW 714 SEC B •5 j T/1714,RI3W 1 ( g .1 L,)N6.3v WE / k __- a --�• __ 0 __-.__._-___ 9� _`$.-._ 'J4r \\ • o N 7 �33 33 / 50.05 NUNEOF6W,M- o;��`P�. 4• pT4 7- 3eav� o \gam 3e - I -1 / r117N_Rxnv - \ \\ .p o \ I ./it, //70# .<„,..,7 mo let 4120 ----7j---- _Y7�\g9fi // 8"d e' e� °� \ir i // i UTILITY FA5E7/RAINAGE A"EDNr S.f di�' 1 \ ,f\ N UNE OF GOVT.- • I // ,// I // W I g M I 1 31 (-;` ' 50 / 6�,M SEC,4 l OVER EMIREO 1TOTA � �,' ;[ (0�s6� LOT 3,SEC 6 711714.R23W O 4i //.a) , °'o I 8O i }��9$ 1� 12 x145( •• T 1nN.R13l POND WET LAND �'� '�j \ N O \•a `3S@ OB\ b I�I ttE° 1 //a I• ,� �- ; kt. '^'$, g591.OSWI; �. .4 �'�' �a\ - �• •,//fit a// a // Ia� 'a'I ->. �;N. � \ /�;J�� s 9�,s I / 7 / I/A 152 _t 515.25----- / \ ,;�s , 'Ai WET LAND OUTLOT A DRAINAGE AND .1`. '- _`` JJo°6� '9,°,, \ i4 •'••••E:..1 ,,��_ 12 o II ei / UTILITY EASEMENT 1• 147491'29"W \ •, 7'• Vr / I //„:.�' d 2'5.50 OVER ENTIRE 19.02•-11'� 18.00 0 // / / oI 29+ ��; 1 \ F a� / / 62°25'49}y SHO WET LAND'L\ 1�N765423•E '1�• / 33 // o r-- RELINE OF 1 59.58 !7,r I �_• >;,� / PoNO POND \G, \ :¢ T // b// I // �s1 \eC/ 247t, _{� T p+A w\GE AND f _ I �. // _// / �N\ \ fir\ UilLRY EASEMENT N5r 45/rW I 8 p <; r`.• / �6'sy`�' °rA\ 3249"==/-- 1 , :G Nes, 360°9 - - • i,r Lo / lei WET LAND I�. 271.06 ser 4o5e'W 3357<� -Q L -� mss• \/ O 515°52,9•E 1• 3'66°48'45'E 500.02 -� i'(•, •� • ':e,, les° WET LAND 33.25 iti. SEE INSET C --` ,6 scy a. )144‘ •(SHEET 4 OF 4 SHEETS) 14 , • $ J`b' t E ¢ �[A4/ 371.24 ser loam , ' \�, 4), TI .%%.. N'/ • • SEE INSET H "� ' R$ .•„� (SHEET 3 OF 4 SHEETS) • ••\�a7 2m 21 p1S ,/ • • �• '" •' AiliE§/ ENGINEERING I SURVEYING I ENVIRONMENTAL I PLANNING/ SHEET 2 OF 4 SHEETS - *MC PEAT 101g-1 N LAKEVIEW OF ORONO R.T.DOC.NO. �.?-438 (INSET B) t'lSEE INSET A g.• �I '• (/ ,1 (SHEET 2 OF 4 SHEETS) w •:� ', g 11111. / op TN1 sir 26° `' - _\ r_S70REL1NE or • \ / � 21��-E- • GRAPHIC SCALE • \N7J.S.B4- T \�oV /s� 1 z,893-µ.--. �' X '.2"/. 100 0 50 100 IWI ,'I -IN&5_24',8E18 .N\m:,� 3 NAGEAND_- _ -_368-5377ti *\.g 1 S88°48'45"E 500.02 \ C/ Dav EASEMENT ��• f°� S9 c L1Tr d ,, ' (IN FEET) V 8 m I J ^I " 9 \ 11 // - - THE ORIENTATION OF THIS BEARING SYSTEM IS v� < op\ ,/�\ I I EXCEPTION od D1 I °'F�- �L ' BASED ON THE WEST LINE OF THE NW I/4 OF THE l 1 n I I 37124 589.12 245N `b''Iq \apo o ;u •1 LLL----111 j1 4 y,, Su �' g// • SW 1/4,SEC.6,TWP.117N,RGE.23W,WHICH IS �I - ? I 14 I I_ 13 1 �I 'Sa Draw GE AND y� °9sa \os'� A �N � ASSUMED TO BEAR N O°39'17 E. L o U LRY EASEMENT (, a. // 1� '526 °G 85 ) p �� 2 } � S88°48'45'E 500.02 440.02 =� \ i 8 I IR o„I L seg 3e ss E 1399.w ,35''''' l's o e�q s J\oo // 10 �ffii n g H9e°42�.5••/ ,L, °�.�_ I - w% ; r^T - T - sy: '22.52 "/•1 p� r°. / DRAINAGE AND UTILRY EASEMENT ' ^O I , \\ ^oh,0 �l•I° ,. �o/e 1 9BB\ O l I\ �$/ G \ 11 w v� 518.53'S7•W 591 b>Di \�`'','' . o.oD ate. • R s�o. / FM FA 21 1.E ARE SHOWN THUS: osLo I $ OUTLOT C 5 1• A rvry , f \ F,yT Np : � 37.'3 .38+1 ./ NO SCALE I' \ J v/ 'q e a / l/ \ O1,FgUT/ `I a 4:58? ', h ( ) p 8 0 \ •$ •� 13.88,R°50.00 J. / "/ 1 �.__• I I Zi 81 `n \I mN 1°z4.9e. fi� Ni / \ L.88�(/T<O \R.�*o. y� o �° ��9 $ �-I .1- $ 1 I \ it�•:°> (�'q•�, L 4'48°20'46• /,'�� v ' uwim iiiliAIIIS \ TO O/4 \o0.✓ORWv�1�(1'7„�y,•, 0 5.00n 809.5924.80 c- •/ 4'..•r \�2�8.84.H.275�00 / • Z l/TiFJ,sfJ�rnI �` S88°34'15"E 669.53 -, -__ �ev� • _tG __ ___ ``�� ?g rrt\ �,' �4Z� m 5.00m I �` 1 $'{ 35Zr---'.;7'5, \ 974.-ie L.z9°osz°�szs.00OV=� .�,Le`�.Th�---_--r' 30ea I // •"e�ss a O.__ O x'k.33. £l I �& a2°p�o' • e is oe os "s '�'°�\ �'U, // o \ �'i�.F r- I 3 j ToS �'e��k� `o J 11 �i�� .4 i'ey •!,1? BEING 5.00 FEET IN WIDTH ADJOINING t. a \ �'a\ g3•°� LOT LINES,AND 10.00 FEET IN WIDTH I W In Igg A¢ 1s IIW dm � 1D.11 /� /DRAI��" � �b}y , ADJOINING RIGHT OF WAY LINES \ -I a°- S u' .�' 3 AHD (I -.50,0‘,..‘� UNLESS OTHERWISE INDICATED,AS I 1 1 z `'I. (-I- I N L� {1 I$ o // e/ I m�� SHOWN ON THE PLAT. L .) I I a 14 0 `57TOE'05-E '�' 14.5.• / I� � 16 R /� 17 / 0.00 20 II ti yy TY R 4, 'y�1 (/ Z 11/I n I TRACT c I Z // '�// .f �rvh /V7 E/SEMENT/ =y/ i O (n I I I ._4' .S ii / -_. '�,' 1 SEE INSET C .."-----3 T 1 // _// 21 86 1 (SHEET 4 OF 4 SHEETS) C. t ZV 2 335.39 I//� S} 3 r'5' \\ SSI w 3N I- W • 335.38 ° / //1: ,4 ga - g Ce I ` -- 670.78. N88°34.15"W-- - • ./ �� ■LEGEND L ` 1)12 I (388°1.'8 E Z 1 DENOTES IRON MONUMENT FOUND AS l l LI-1 z 0 I �/ , �� 150.07 r // 1 W Z Q I w / , p4,/`-588°05_33"E., _' 86 1 R LABELED L C� '6 Zo // ep^°6'\ • ^ry • n �°` • RA' '� WET LAND ea 1.H DENOTES IRON MONUMENT SET W/CAP I oa I OLD : DiLVNAGE\ N c;\''.--V;' `'' 1"' O o �� (y1 STAMPED'RLS 25684° :El I < Z /WET LAND / 1 I! �� (H41ro7g7•E) \\` �� DENOTES FOUND CAST IRON "" MONUMENT << • „UTILITY E NT t o Vo '�1 OUTLOT B 1 o (:)I w ' �r�,.! - I L'1 ° 1 DWITH D SK STAMPEIC NAIL SET �i1'r " N o' t S88°05'33"E 200.10 o / D'RLS 25684' _Sa�!A� - 7 __ N / DRAINAGE AND 1 f IIID N I a I {' 200 11 - UTILITY EASEMENT r -s5o tom.. C DENOTES CALCULATED DISTANCE 1, CL•`iv Z I oN Hr 'ITRnvT L4A�5A"N W I I OVER ENTIRE B 1 , WNW.CO. 1 $ "moi / N \ (8) DENOTES DEED DISTANCE or BEARING / o N I n `I� uoIA1LENr N I ocb I / !� `F ENCEPT10N1 1 • `-- -- DENOTESEDGEOFWECLAND EXCEPTION 0,8 t; f I \.P�fi i cin ` ` ♦ Ifj Z t ss.ss AAI,.' I $L ;;T� I 1 \\ .�*.� --x.83 t�R�l.NCH ROAD - I; v. 1T - - RD. I ',I o-=� 1504--+.i 588°05 33•E ---49•0.-ZSE p4'3B°E.!\ 897.03 1082574.79 -aae.4= - o WESTB • +- 338.1 I e RANG _-1__ SLL•31'l]•Ei,! Sde'05'33'E 7545.7} �- I '10 WEST•OS 33•E AAI,. . i 5 2 ROAD $ I I I $ ,n 795.07-- T T---_. nR n ROAD ( o. RD. ,_,`I BRANCH ROAD T I -- 98.E N 50.03�h T N68°05'33 W ssaros'33 E ��_Ai IF 16,o b4 I �T M _200.10 uo 02 N88°05'33"W _ In/r ^T F3 RAN"H IA/r-^T 795.36 vvc l L,I\/11N. I rsjN 1 I Fr,i I I I v v L_.,: I L,I\/-'1 I v\�r l I S r nvl\L_`: I I I P�_ _J \7/11\\I L_I IAV LJ\71\L_I�N /'L I„/LI I I I'1 -M0� I• FOUND CAST IRON MONUMENT (Former,'S•,>1r•1.1 • liNIIT( ENGINEERING I SURVEYING I ENVIRONMENTAL I PLANNING • SHEET 3 OF 4 SHEETS PIAT 101$7 LAKEVIEW OF ORONO R.T.DOC.No. 5avi389 • (INSET C) C 4'04, • 4t,,Np• . • R N\ �96,(4.F...?. r'��•\� c� :lk -.„i 271.06 SN•a9'S6'W• �S1� \`\� 6 i''' \ ,. SEE INSET A _ \meq • (SHEET 2 OF 4 SHEETS) _ti`+� 8/�� ^.'\ \ i "°� e► S15.52-1n-E �/ '• 7 s� \ 1 y., M� /' 336 v Ary ,y°\ Za 2`O�n°'• 1V • / \°�J q\� 4� GRAPHIC SCALE . -�• , EXCEPTION\'•e;66°, / $T t�,, ! \., 4 ,!Sy.zz'�e . ., ( 100 0 50 100 (vJ • •_ •mac, ' \Ol,� L' v,\ 1 ser.oz 3n•w f /t'6`. c0j , nn''1 ^� 1z13p _ \ 7 (IN FEET 9261 I 3. � A // RF // \ S7g,36.$4 'an Av / aaoo • • �e2qj+4 ` ) /1/--,_4 / `"s2 g �^m• // ,�' 8 ,// 6 / • �6'pyE ,try/ i /� .6•15C...-) THE ORIENTATION OF THIS BEARING SYSTEM IS 1.--A) . / N1a•y.re / ,93.oi ,,• ^`,4 / �•�3as'i4,„:-;.,.. B BASED ON SEC.6,T/JTHE P.117N,RGE.23W,LINE OF THE NW 1WHIICH IS q?g �'� ASSUMED TO BEAR N Cr 39'17'E. ii J°J • // JO\. // // '> N'° 11 Ila \ ; O I 1 , \'' '.�\ (3-' ,110- / 3 F / 1 5 y • 2 �''y'$FJ`V• \" %/ h// TRACT C7 c� �� ,, 8 %11 6 II•w g// PARCEL. �?\ i(aepijs• 11 '�// 11 //,t, I°+ // �\O11 �\ • DRAINAGE AND UTILITY EASEMENT • ��is• p��y�'s?; // q/ 8/I Ili / \ .;\ -1- `,',,," 9 ARE SHOWN THUS: ��4' `1// 4'4 / s/ l / 4 C �� (NO I SCALE) n��7. 7 J.'.?,�:\ o/ R,// l Se. •w l l C'\ '`Om2, J 1- ' .a; T` '� /,;.' 1"3' ,3 �a�/ l/ S osJ. r m ll G� / l yb" -�� \�.A � r..(5)', , 0 c- o_ s.00 o_ l Oma+ 'Se•3zyr lI �F I l J / ,C" w // s.4 .. C->\ IS -o i — _ E5± 1 �'z3�.00L 53rn'm'w , S 8' R i sea°ar se'E - �� z_a.a._ as.ze., a ��--�� s 8. '3-'.\ C�\ �" ) '8' 9' I 166.w ‘...,..i. � OT DRAINAGE ---11--'- 143.°7-14:1 43.07 Il s8+t7 y^, -¢ p �-.p 1 r;$ ,E'o //;u 0' \O C f f 'e• EASEME AND U71LITy Sec°oe•az•E •• 376.60 - • "'"---4.(_„0"%.,,,,,,,,s - 1...,,1/ V•""21',°-'10 \ A >•° 8 DRAINAGE MD a,3z q NT OVER pU7LOT D -" / U T .�.-' / 1,....,..', ../ 1w DRAINAGE EASEMENT 331.zes �. $ D g•$1£°Q ' 0 1t /.4.4' ,�' BEING SES FEET IN WIDTH ADJOINING $ 1z• °p •-� C` O .) i �.'�, LOT LINES,AND 10.00 FEET IN WIDTH z94as 376.E _ �•3• ^` `�'- \ g/l \ ADJOINING RIGHT OF WAY LINES, \'1° I I ^ if /• -- 1 _ ,•;42";1 6 & �, d' i"":--";-1(., / \ UNLESS OTHERWISE INDICATED,AS \-A--.. • • 1" 641 ' 79.71\ JO •• 0' - !'vC• ;'� 3 SHOWN ON THE PLAT. i 4 II 2 $//° o - °> \ / q a :lit �yll it^i '3 ,121.-.1 ; s?�' p:.c, 1)\ Io. $ IR I I °p}6�_oroo�oo'E L aeaa R. c •I se zr aw B� `'0 \ '� ag II 13N10 /^` 6��'i 52 '• -10.19 =W I ` 6n j� S i '0'i� 6815 ` 53'47'00'E °`' SS?PogI $ / 2 \-g \ ` — \ I12 Its ` aF 2M��I / gym \ 14 I' 680'2502'E ° • ' - ` `. WET' LAND1 Ad X62911% 3 $SS 162.65 N \ \ 566°OS3WE_.__165.8� /= 226.79 H61/e''-..... e_a•1s•1r°'e.s•oz•ze•. 1� \ \ 5 ''� �''� `�/ ■LEGEND iiiminiiiiiiisimmi �5 0 �} ; 96.11 67.84 S•Y — —--- _ "".o6 L_66.41 \ / 2O \ 1 a ' 331E 312.62 - .5 • _ ,•�_ ►0 2 i1:4\ \ DENOTES IRON MONUMENT FOUND AS 8S "_WEST BRANCH L-753 e.„• -111( y ��, \ �60�R.1004.93\l•��s• I I L�o421•a sarTN LmE OF__, \ \ LA;gIUMENTSETW/ AP D GOVT LOTS 1 SEE INSET B g sBa°04'24"E 32525 _ _ Nor,' —_. SEC 6,7117N,R23W • 1 4. -- — f \\�J DERON (SHEET 3 OF 4 SHE ) * — _ _ g5Q • -- tA i i CENTERLINE NOT ON1 / 1 �C`f;e/7..L.a9s4.93 c4+)36:°).--t;---- PART OF N i/4 OF \•9,•°' v ¢w DENOTES FOUND CAST IRON SECTION UNE / N6 4a 0 W7 w� Q �1 NOT TANGENT.' / / f•-1--.",-)`7`` \32.`S0p ��89 \<'>�• �4E i,4 $E^, i ^ ( I N w U MONUMENT `- I<� 11 . \•• C 4'6 N e�a. I-4' o e �/ g 2Q A DENOTES MAGNETIC NAIL SET i 11,_-"`0: I / ` \ ('� 6L,6�3\ �, o>4 41 � ¢ WITH DISK STAMPED"RLS 25664' 'AM / IFS• 1 / 1/ �j 11 \\(/�,1 ly\\ Jif /'��,�` %a C DENOTES CALCULATED DISTANCE / ` /\�- �' • ) - —_ (6) DENOTES DEED DISTANCE or BEARING I CENTERLINE NOT PER DOC 531256' �'� '�s ' A .<J� ` �� AND FOREST ARMS N. ' ,/ -,•` 'y4•w.-.I / �' DENOTES EDGE OF WET LAND \ \ , -. ¢N (, ` '0 1 n J U •N o b1"- 0 0 aO g a ,,. ENGINEERING I SURVEYING I ENVIRONMENTAL I PLANNING ' SHEET 4 OF 4 SHEETS —I I— \ w , p / j, -1/ /�� / \/ 962 \ �\\\ 45E/ �•/ /iJ /// I //\ 966 \ \\ \ `.a`s=.o4NG /�/ " / // // \ /// \\ \\\ /' EN SURVEYING -r----'',--'_ ,. _I / j%// ,r // • __ / \"o. \\ / ENVIRONMENTAL — /// i - // '�/\\ / \\ PLA�NINNG '�-......... .. 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DECOMPAC ED SOILS \4 9iii � I n7' {2 /\ / /�7w 97 3 / I ( l • I / l /l l ` \ \ 16\ / - �� BE IDECOMPACTED TO A DEPTH OF IBLS IN THE AREAS INDICATED L Lakeview \ / \ / 9 i \ / / / / / \ \/ INCHES THROUGH SCARIFICATION WITH l / I \ I / l Q l / / / .4 II' \ \ \ 4. ORGANIC MATTER(BASIN PUNTING 0'. \I/`K \ \di/ I / / 1 l IP . ! // / \ \ ` \ '� \• \ \ \ / / // / 1 / 1/ // hr " / / / \\ \ J \ O \ / MEDIUM,COMPOST E-VERTATION E2 LOCATION ,� \ 968.Wit //� / / / I 'fib , f \ / MNDOT)PSDB TO RE-VEGETATION. � � a f / a7 s7 // / A� 1/ //J // / \ \ / Orono,MN \\\ i• ..%i \ / / U.. l( I / L ' /1 / • 987.0 l/ Il • /l (i' \ \\ \,// / / / 1 1111, / I/ S--g • ,C \ \ , `'� • )47612 K ` I I I— _ l 1 1 1 / \ , l l / \ \ \ \ \ 1 s , �•••••::: _ 4 I.Kw / /! 11 --- �� :_ I \ / // / \ \ \ \ .�—� i1E '� ,'VNP 2.SSZf / // .11111 e I i. \\\I .� I. - L. ♦ i: / _ EL 9!6.69 -�— w ♦ / / /. \ \\ ti / \ \ \\ FINAL I / 1 \ — /y� \ \' // \ \ /' GRADING PLAN l� 1 11 �� — _ / / >c=-- / •';.'-1,%!Y /\ \ a _ \ \ \3 / /. \ . ./ j' 71.0 \. .�.e ' ` \'` :\\. ` 1 \ - \ S II 1 \ l 11 / \ \ _ d4 / / / —`1\ \ \ \ , \�\ . \ 1 , °, \ —L96� AI At � / //P� L._ .66 / // / /iI I �� I1 �\ ,*,&,,... � 1, \ \ \\ /�/ \/ // —� \\_ a6�, //: �— .�— — // • \l/ IrI 1'\\• �. \��. ' / ..\ \ \/ / S,/ 1 '3 \ \ /\\ \� OCK/2 I�'"'� -�/ I I �'• 'j + 'I I �1� `/o N\ \ •// y\ I \ \/ \ #DATE REVISION g /\ e \ \ 0103/26/13 CITY COMMENTS / '1 / \, ` ni ' 6A \ / V t•\ ;.#4''' `D�.\ .81'O \ I -/ / /// .�\. I \ ; 02 04/03/13 CITY COMMENTS 1,\\ ` - / 44, `�$�''' \ \ \ 'T�// `` ®• WIMT7�Yf\ � I / /I// \ ( \ 03 03/05/13 LGI T Ue&MPCA SUBMIT. ,I I // l_.,_,& \\� •\ PitOpOss ,\.\` _ EpF\ \ \ $a \ 0403/21/13 CITY&MCWD SUBMIT. \' --__-/ / / �: � \ W11H 21 BIDE �`'71l//'�i 1 ELV.--987:!8 \..� \\ I / /`1/ 2 N-,-.-% �d'~� \ ate' �W�° i \ \. , ��J' \ N. L 06 06/6/15 Comwc.:on DocSum MIT. ->,, -w_ _.- -�-_-4- +'`\4 - /PE -4tIWL=94.1.71 1 (,I / \\ 7- .ly%�.\ ,Lin o6' N\N N N \NI I / / \ \\\\ \ .....' `-EL3-.933.0z ,,...`:_�- 5. t—--—J// .. /''.,.....4::;"...\� .,\ I, 1 An.ws.6s \32 \ � I I ——// // ♦P\ \ \ \\ DEDICATED—MN ( \ ; — — rJ� \ 9,, 18'EX PAVE _�# — -- I` / II `\\ -T----- / 7 I\ \1 I 1\\ I IHEREBI CERTIPY'I'HAT THIS PIAN,SPECIFICATION,OR _ \.. AV. \\\1 REPORT WAS PREPARED BY ME OR UNDER MY D I ` —� \ \ ....... �\ \ f� SUPERVISION AND THAT I AMA \ WOE / \ \`� FAA / \ / DULY IJCEN9ED PROFESSIONAL PROPOSE 1 V OE J `\\ ENGINEER UNDER THE.LAWS OF \ I \ N / \ TIIESTATEOFMINNE90TA. I \ TURN LA E / ( �' \ / 1�� I \ 1 / / T \ \ C-------''' 60' ' J / DwidN.M\ I l DATE V 24/2016 \ / / / / \ (CO O _ \ \ // REGISTRATION NUMBER 31916 10:1 TAPER \\\Q \\\N N �/ TRIPPING / N?s N \\ / / // \\/ / \�\\ � // DRAWN BY CHECKED BY / N \ / VN/ZRE DJNIZRE / N N `.) / DATE PROJECT# N / / 2.26.2015 2013-018.1 \ / N < SHEET NUMBER C306 L I City of Orono CERTIFICATE OF OCCUPANCY TEMPORARY CERTIFICATE Building Address: 4325 LAKEVIEW CT PIN: 06-117-23-43-0016 Legal Description: Lakeview of Orono Block 3 Lot 2 Zoning District: Permit No: 2016-00821 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRC-1 Occupant Load: Fire Sprinkler: N Applicant: Norton Homes Applicant Address: 18215 45th Ave N, Ste D City, State,Zip: Plymouth, MN 55446- Owner Name: Norton Homes Owner Address: 4325 Lakeview Ct City,State,Zip: Mound,MN 55364- THE FOLLOWING ARE NOTED AS INCOMPLETE OR MISSING. THESE MUST BE CORRECTED OR COMPLETED AND REINSPECTED WITHIN THE SPECIFIED NUMBER OF DAYS OR THIS CERTIFICATE WILL BE VOID Failure to correct these deficiences will cause occupancy violation citations to be issued Temporary Certificate of Occupancy for Spring Parade Use ONLY March 2-April 4,2017 NO OCCUPANCY Prior to occupancy, contact City for Final Certificate of Occupancy requirements. I hereby�g a mak a above corrections and to call for reinspecti n with the time allowed: Owner/Contractor 3 7 Date knIgYej.fic) 3 . 212DIi Date Date lime Inspector Inspection Type Stat H Permit# Address Permit Type Property Type Construction Type I —__ , I I ( 121772016 1200 AM METJ Mechanical-Rough in P r' 2016-01457 -1-325 Lakeview Ci Mechanical Residential Mechanical-Multiple a 12/7/2016 •12:00 AM ;METJ ,Mechanical-Air Test P Y 2016-01457 :4325 Lakeview Ct+Mechanical Residential Mechanical-Multiple 2/16/201712:00 AM*ROB ;Manometer Test with Final P Y 2016-01457 ;4325 Lakeview Cl Mechanical ;Residential Mechanical Multiple 2/16/2017 12:00 AM ROB Mechanical-Final P Y 12016-01457 4325 Lakeview Ct Mechanical 1Residential Mechanical-Multiple 12/7/2016 12:00 AM METJ Mechanical-Rough In !P 1Y 12016, -01442 .4325 Lakeview Ct I Mechanical 'Residential Fireplace-Gas 12/7/2016 12:00 AM METJ Mechanical Air Test P Y 12016-01442 14325 Lakeview Ct I Mechanical 1Residential Fireplace Gas 2/22/2017 12:00 AM METJ Mechanical-Final 1P I Y 2016-01442 14325 Lakeview Ct I Mechanical T Residential Fireplace Gas 10/5/2016 ,12:00 AM 1 METJ I Plumbing-Rough In 1P TY 12016-01207 414325 Lakeview Ct 1 Plumbing Residential Fixtures-Multiple 2/15/2017 1200 AM METJ 1Plumbing-Final 1P 1Y .12016-01207 :4325 Lakeview Ct 1 Plumbing 1 Residential 1 Fixtures Multiple......._. 11/18/201612:00 AM ROB Plumbing Rough In P Y 2016-01207 4325 Lakeview Ct 'Plumbing [Residential Fixtures Multiple 10/4/2016 e 12:00 AM METJ Pre Rough-Up ,P I Ct 2016-01206 4325 Lakeview Septic ;Residential Septic(New or Replacement) 10/11/2016 112:00 AM ROGP Rock Bed or Trench P Y 2016-01206 4325 Lakeview Ct Septic 1Residential .Septic(New or Replacement) As-Built Hand Drawing 2016-01206. 4325 Lakeview Ct Septic Residential Septic(New or Replacement) • Final 1 I 2016-01206 4325 Lakeview Ct Septic 'Residential Septic(New or Replacement) 10/10/2016 12:00 AM METJ ,Pre Rough-Up P I V :2016-01206 4325 Lakeview Ct Septic _Residential Septic(New or Replacement) 11/8/2016 112 00 AM ROGP Tanks f Septic P Y 2016-01206 4325 Lakeview Ct Septic Residential Septic(New or Replacement) 8/25/2016 12:00 AM METD Silt Fence(kistalled 8.Inspected) P 1Ct Y 2016-00821 4325 Lakeview New Structure =Residential Single Family 8/25/2016 :12.00 AM 1METD Footing(or Rebar) P Y;2016-00821 4325 Lakeview Ct •New Structure I Residential Single Family 10/26/2016 12:00 AM I METJRadon Rock Bed(Poly) P Y.2016-00821 4325 Lakeview Ct New Structure 1Residential Single Family 8/30/2016 12:00 AM I METJ Poured Wall(Foundation) P 1 12016-00821 4325 Lakeview Ct New Structure !Residential Single Family 9/7/2016 12:00 AM 1METJ Foundation Water Proof(Drain Tile) P Y 2016-00821 4325 Lakeview Ct New Structure 1Residential Single Family 9/16/2016 12:00 AM i CMAT 1Foundation Survey 8/4 Water Proof P Y 12016-00821 4325 Lakeview Ct New Structure 1Residential Single Family 1217/2016 12:00 AM 1METJ Framing P Y 2016-00821 4325 Lakeview Ct i New Structure Residential Single Family 12/9/2016 12:00 AM ROB Insulation P Y 12016-00821 4325 Lakeview Ct New Structure Residential Single Family Lath 2016-00821 4325 Lakeview Ct New Structure 1 Residential Single Family 3/1/2017 12:00 AM METJ Final - Y2016-00821 4325 Lakeview Ct New Structure Residential Single Family i As-Built Survey 1 12016-00821 )4325 Lakeview Ct New Structure 1Residential Single Family Escrow Refund Requested 2016-00821 4325 Lakeview Ct New Structure Residential Single Family Escrow Refunded 1 .2016-00821 4325 Lakeview Ct 1New Structure ‘Residential Single Family II.Escrow Refund Requested 12016-00820 4325 Lakeview Ct Escrow Fee Tied to Building Permit Residential Escrow Fee Tied to Building Permit Escrow Refunded 2016-00820 :4325 Lakeview Ct Escrow Fee Tied to Building Permit ;Residential Escrow Fee-Tied to Building Permit