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Home My WebLink About2015-01345 - temp COO / escrow fee City of Orono CERTIFICATE OF OCCUPANCY � � TEMPORARY CERTIFICATE � � Building Address: 425 LAKEVIEW PKWY ,. q � � y1- ,y_ PIN: 06-117-23-32-0004 ` � �'�� l � Legal Description: Lakeview of Orono �� ,�fV� Block 1 Lot 1 �� , Zoning District: ' y Permit No: 2016-01050 ry,� � ?j � Work Activity: Escrow Fee-Applicant �,�,l� �� "" l Construction Type: , j� �.D Occupancy: �C� „- Occupant Load: Fire Sprinkler: N Applicant: Norton Homes Applicant Address: 18215 45th Ave N, Ste D City, State,Zip: Plymouth, MN 55446- Owner Name: Source Land Development Inc. Owner Address: 18215 45th Ave N City, State,Zip: Plymouth, MN 55446- 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 To be completed by October 1,2016: -As-built survey to be submitted and approved showing: * All exterior improvements completed(driveway,etc.)and shown on as-built survey * Final grading completed and shown on as-built survey -Erosion control to remain in place until sod/vegetation is established I h b ree to z k th above corrections and to call for reins ection with the time allowed: -L� �"�� `� �n wner Con/ ctor Date ^ o�� —�1U ui mg �cia .� Date �Cate Time Inspector InspectionType Stat H Permit# Address PermitType PropertyType ConstructionType • ........................: � � ` • � . ��•� � : - � . . - , � ,i� 3;2<:2�tc 12:��JAF,t MFETJ Mechanical-Roughin P Y 201b-(?6895 425LakeviewPkvry Mechanical Residential h,fechanical-Multiple �8�2a;2�15 12QOAM IatETJ Mechsnical-AirTest P Y 2016-00895 425LakeviewPkvry Mechanic� Residential Mechanical-Multiple ■8l242016 12:t?OAM IvfETJ ManometerTestwith Final P Y 2016-00895 425 Lakeview Pkwy Mechanical Residentiel Mechanical-Multiple ■$f2412016 12:WAM IotETJ Mechanical-Final P Y 2016-00895 425LakeviewPkwy Mechanical Residential h,techanical-hTultiple �4.+1812016 12:DOAM totETJ Mechanical-Roughln P Y 2016-00388 425LakeviewPkvvy Mechanical Residential Fireplace-Gas »18.-2018 12:DOAF,1 WfETJ Mechanical-AirTest P Y 2016-00388 425LakeviewPkwy Mechanical Residential Fireplace-Gas 9 i,1201b 12:60AhA ��fETD Mechanical-Final P Y 2016-0038b 425LakeviewPk�vy Mechanical Residential Fireplace-Gas 5!2:I201fi 12:OOAhA ROGP PreRough-Up P Y 2016-00382 425LakeviewPkwy Septic Residential Septic(NeworReplacementi Fd23/2016 12:OOAM ROGP RockBedorTrenchlTank P Y 2016-OQ382 425LakeviewPkwy Septic Residentisl SeptictNe�vorReplacementi 6,'2�2016 12:OOAh1 LKOH As-BuiltHandDrewing P Y 2016-00382 425LakeviewPkwy Septic Residentisl Septic(NeworReplacemenfl I 3.�25;2016 12:OOAM LKOH Final P Y 2016-0Q382 425LakeviewPkwy Septic Resfdentisl Septic(NeworReplacementi F?12016 12:OOAF,1 ROGP RockBedorTrenchlTank P Y 2016-00382 425LakeviewPkwy Septic Residentisl Septic(NeworReplacemenYi i ;�t:Zv16 12:OOAM MfETD Mechanical-Roughln P Y 2076-00299 425LakeviewPkwy Mechanical Residentisl Fireplace-Gas �I 3;1°2016 12:OOAPd F,tETD Mechanical-AirTest P `( 201fr00299 425LakeviewPkwy Mechanicel Residential Fireplace-Gas � 8;1.�2016 12:OOAM �atETD Mechanical-Fin� P Y 2016-00299 425LakeviewPkwy Mechanicel Residentiel Fireplace-Gas 3;�F�2016 12:OOAM �aSETD Mechanical-Roughln P Y 2076-00276 425LakeviewPkwy Mechanical Residential htechanical-Muitipie ?�8;2016 12:OOAh1 h.tETJ Mechanical-AirTest P Y 2016-00276 425LakeviewPkwy Mechanicsl Residential Mechanical-Multipie I d��-�2016 12:DOAM hdETJ ManometerTestwithFinal P Y 2016-00276 425LakeviewPkwy Mechanicai Residentisl hlechanicai-hiuitipie I3!2�;2016 12:OOAM hdETJ Mechanfcal-Finsl P Y 2016-00276 425LakeviewPkvry Mechanical Residential btechanical-D�ultiple =1!2�16 12:OOAh1 I�fETD Mechanical-Roughln P Y 201Fr00276 425LakeviewPkwy NEechanical Residential Mechanical-Multiple i ��?;2016 12:OOAM �afETJ Mechanical-Roughin P Y 2016-00233 4Z5LakeviewPkyvy Mechanical Residentisl Fireplace-Gas 615:2016 12:ODAh1 METD Mechanical-AirTest P Y 2016-00233 425LakeviewPkv✓y Mechanical Residentisl Fireplsce-Gas �� 8.�19;ZOtfi 12OOAh1 hlETD Mechanical-Final P Y 201600233 425LakeviewPkwy Mechanical Residentiel Fireplace-Gas ��I 3;21/2016 12:OOAb1 ROGP Plumbing-Roughln P Y 2D16-00209 425LakeviewPk�vy Plumbing Residentiel Fixtures-Multiple S�t'I2016 12:OOAh,f F.SETJ Plumbing-Final P Y 2016-00209 425LakeviewPkw✓y Plumbing Residential Fixtures-Multiple �+2.�2016 12:OOAh1 F,tETJ Plumbing-Roughln P Y 2016-D0209 425LakeviewPk.vy Plumbing Residential Fixtures-Multiple � EscrowRefund Requested 2D15-01346 425 Lakeview Pk�.vy Escrow Fee-Tied to Building Permd Residentisl Escro�w Fee-Tiedto Building Permit � EscrawRefunded 2015-01346 425LakeviewPkwy EscrowFee-TiedtoBuildingPermd Residential EscrowFee-TiedtoBuildingPermd SiltFence(installed8lnspectedj 2015-01345 425LakeviewPkwy NewStrudure Residentiel SingleFamiy ■118,2Q16 12:00 Ahd h,tETD Footing(or Rebar� P Y 2015-01345 425 Lakeview Pkwry hlra Structure Residential SingleFamity ■3J2212016 12:00 Ah,t FAETJ Radon Rock Bed jPolyl P Y 2015-01345 425 Lakeview Pkwy Ne.v Structure Residential Single Famity ■V13,2016 1Z:OOAh1 F,tETJ Poured Wall(Found�oni P Y 2015-01345 425�akeview Pk.vy Ne+�Structure Residential SingleFamity ■1?18,2016 t�:00AM F,tETJ Foundation�A'aterProofjDrainTle.i P Y 2015-01345 425LakeviewPkwy MewStructure Residentisl SingleFamiy �4;1212016 12:00 Ah,i CP,IAT Foundation Survey 6J4Framfng P Y 2015-01345 425 Lakevie�v Pkwy New S[ructure Residentisl Single Famiy � �+18,2016 12:00 AM h1ETJ Framing P Y Z015-01345 425 Lakeviefr Pk�vy Ne'�r Structure Residentisl Single Family '�+21;2016 12:00 Ahd F,IETD Insulation P Y 2015-01345 425 Lakeview Pk.vy New Structure Residential Single Famity 3;222016 12:OOAh1 ROGP Lath P Y 2015-01345 425 Lakevie.v Pkury Nea Structure Residentiel SingleFamily Final 2015-01345 4Z5 Lakevfew Pkyry New Strodure Residential SingleFamily � As-Built Survey 2015-01345 4Z5 Lakeview Pk�,�vy Ne�n Structure Residentid CingleFamiy ■ EscrowRefundftequested 2015-01345 425LakeviewPk•.vy Ne��+Structure Residentiel SingleFamily ■ Escro•�vReFunded 2015-01345 425 Lakeview Pk.wy New Structure Residential SingleFamily 7114f1016 12:00 Ah! tatET� Lath P Y 2015-01345 425 Lakeview Pk�rvy Ne�w Structare Residential SingleFamily CITY OF ORONO * z 0 1 5 - 0 1 3 4 5 * , � , ' � 2750 KELLEY PARKWAY DATE ISSUED: OU05/2016 � ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 425 LAKEV[EW PKWY PIN : 06-117-23-32-0004 LEGAL DESC : LAKEVIEW OF ORONO : LOT 1 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 701,771.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,690.42 PLAN REVIEW 297.10 NORTON HOMES STATE SURCHARGE(VALUATION) 350.89 18215 45TH AVE N, STE D PLYMOUTH, MN 55446- TOTAL 5,338.41 (612)386-7661 Payment(s) Minnesota State License#: BUIL-BC639221 CHECK 14088 5,338.41 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 goveming[his 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 y�ith the State Building Code.This permit may be ��j revoked at any time for dge�cause. / r . , ') '--f�'i`_ - � - �� .,,_ � �" l�" �.� G� l �� .� ,� �--L.�`�L �� ,� � Applicant Permitee Signature Date Issued By SignAt�re Date � � � � ` CITY OF ORONO "�'� BUILDING PERMIT APPLICATION � ��g� �� FOR NEW STRUCTURES OR ADDITIONS Mailing Address: ;;;� ��0 PO Box 66 ��., Permit number: ��/,s d Crystal Bay, MN 5532�3-��" � ' Date received: �C— � /„� StreetAddress:' ' ` '�� Received by: W, � :� �� y � 2750 Kelley Parkway� � 1� !�,� Plan review fee: 75/. 7 `�t � �' Orono, MN 55356 �i 1( "I �kfSHO � ��' �� a o� S—�/,3b� Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us � � This application form must be completed in full and all required information mu��,be submitted' Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: y25 L../�/1.��lE V� (��L�V�I�� Will this be a Parade of Homes, Remodelers Showcase H me or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates su(ficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: IlJ o�Z.-.TDn1 �jl,,(E� State License# (�3`�22� Expiration Date: 3 -Z o("'7 Phone: (cell) �p�� ,;8� — ZCQ�� (office) Mailing Address: /g � q ' n/ Cit : PL MOJ�-} ZIP: 5544� Contact Person: C�}�s �,� Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: C�4R.-15n�� 118(Z��tb/NE>.Co Nl. PROPERTY OWNER INFORMATION: �"7ame: �-�t/�E Phone (day): Address: City: ZIP: ` Email and/or Fax � � �� "'�aQ � ARCHITECT/ ENGINEER INFORMATION: k ,•t , Name: �K�CG- 1�C-1-}�E�._. U� /� � D � Phone (day): �v � �c� Address: ��1 �j � � ZIP: l� /�'1 � Email and/or Fax: � � % PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use .ype 4. Sewage Disposal& Water Supply �New Construction �Single Family with �Residence ❑Addition attached garage Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ,�Private Sewer ❑ Other: (specify) ❑ 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.m innehahacreek.or Estimated Construction Valuation (excluding land) � � �(�(��J STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction i a. Length (ft.)= ��5� Number of bedrooms= _.� Wood/Frame b.Width (ft.)= `�l, � Number of garage stalls: [�'�ilasonry Areas in square feet Attached= � ❑ Metal ❑ Pole Bldg. c. Basement= �s� Detached = ❑ ICF d. 1St Story = /��5 ❑ On-site Prefab e. 2"d StOry= � ❑ Off-site Prefab f. '/z Story = �—' ❑ Other(please specify): g. Total Area= j.�.�3 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ C�� Permit A lication ❑ C3J Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ 0✓ Surve meetin all re uirements ❑ � Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ � Septic S stem Site Evaluation Report ❑ Access Permit ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin 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 staff 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. A IicanYs Si nature: � � Date: v ��-- /�`� PP 9 Owner's Signature: /� L� `�-� Date: ., ll f'.L'[� YY�. L+ �:��L�� Y. �.✓YYbOu:9'�\.1�� YY��Vb� ��YEtl�� l' 4�f�'N�Cv�� Addre�s: t--�l. ��, t,E�� Permit R�o.: �� • �� Descript�on oi•work: /I �'�� D�te Rec'd:_ �� '��[!' � SeptEc�ed6ev�b�r: '�`�� Date Approved: , �� Zoning revie�nr b�: ' Date approveef:-_ ��'C� '� Buiic�ing revEew by: Qate Approved:,,�. f Grading review by: Date i4pproved:_ � '�. ' ,� Zor�fng District: �' � �oning File#�: Reso#: Reso Date: Zaning; Lot Area: SF/AC V�iclt�: d.o�Cor�erage: SF o Survey Submitted: �Yes � No Date of Swrv�y: Revised date(�)• l.ar�dscape plan submitfied? �Yes � No �andscaper: � � �i Pro osed�etback�: r;;�� ;-,, y. Front(L e f�ear(St t) `a ( �E `S� E �� ('�� S E L t�`�}� Other Buildings Y�''ettand � �ide Side ;�t�� :*.•;'1 � e �` � � r ,.•�...»� . � . . . _ i r i. �� .'w `� �" Defined Height; P�ak Ffeight: FFE: `� �� f FE minus 6 feet �c.`�=Fa:� (ExEsting Contor Perimeter(iinesr feet) - �� _ �- , r� ;�-�. - �,, . �� • � � 50/o= �� _-.-� �L.F. beloH►gr'dde Basement?�es Q No, � Storfes t Y� :'_ ' �;;� . - w� FOR A BUILDING VI+ITHA BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance 6etween the lowest propo ed Slab at or abova grade- floor(of the basement or crawl space)ahd measure from hichest exlstlna !��r . START WITH �highest point of the roof. START WiTH 9�.@ to the highest•point of the `"" robf even ifflll was brought in to tf you have a... elevate home. StJBTRACTION • GABLE OR HIPP�D ROOF(no ! ' Sfab below grade-measure ^ (BASED ON windovus): Subtract half the distance from highest e�isting.grade#0!he ROOF TYPE) betwee�fhe highest polnt of the roof hi hest of fhe,roof. ='�� to the low point of the correspondiag If you hane a... / ;,�` gable or hipp�i roof SUBTRACTION ' GABL�OR HIPPED ROOF Ln �� • GABLE OI�HIPPED ROOF(with (BASfD ON ��°�^^��)� Subtract;half .�' windows): Subtract haif tMe distance ROOF TYPE) the di5tanc�bAtween the beriveen the top of tfie Itighest ' hfphesl poiM af the roof to window and the highest peint of the the low pofnt uf the roof corresponding gaNe or • ALL OTHER ROOF TYPES{ftat, h�p�� • GABLE OR HIPPED ROOF mansard,etc):No subtractlon. (wifh windows): Subtract SUB7WICTION SubVact the distance betWeen the half the distance between ,� (BASED ON basemenUcrawi space floor and the the tap ofthe highest ` i •, _, � : , EXISTING highest existing grade adjacent W ffie wihdow and the highest : �� +� - � - GRADE$} foundation OR 90 feet(whichever is less). point of tl5e roof � ALC OTHER ROOF TYPES �`�� (flat,mansard,etc)�No EQUALS . Defined buildfng height subVaction. r R.. Defined building height �_� i - EQUALS .��✓ Updated: October 2015 z:\forms\plan review checkflst 10-2015.docx ^ t,`:6��/',{v • v 'v� �� /�verage Lak��hor�Sefiba�k ' 8��,� Shoretand Disfricg �C�"� �e��f e f�€et? � Yes Yes � �o Permit Number. �� --��„� � Yes CZ I�o �A No � t� 1�/A-see attached Setback: Stormwater Qualit�r �X�SS:iRg Pra{�osed Overlay E?istrict'�ier 6�arcCccsver Ftardcover Varianc�Rsc�uEred CE1P Eteqcaired circle one %and sf %and sf �,�J7u CI Yes o � Yes No 1 2 �3 4 5 .�y �qZ1',t{-.5-� �YPe�s)' T�e�S�' Fees to be Char ect YES NO Pern'tit '",.� Plan Revie� � St�ate Surchar�e '�-� Investigation Ee� � SAC-Number of�i�G BJ�its � �'�' Other(sp�cify) � S u�re Facta e � er S uare Foota e ___ Basement�1" ' 3 �Q�-i X - {��- r = $ � 1 _��I��-�� ^.� .ry�I - � ��,'J/'.. � � � � � ,�,�G� 4��'� � _ � , x �� ''*� C:,..-3�, F•,- a 2^� Floor � �j''"�� X ��4'�,�. '�� -Q = $ w.�`'� ��t- �'�' Garage � ''i � �` X .�v�• ;�� - $ �� 'L'�a �'`�" �� -'--77/.� Estimated Construction Value: - � Orono Inspections Rec�uired Work Requiring Separate Permits Footing � Site Plumbing L7 Grading/Filling Poured WaA Silt Fence/Erosion Control Mechanical 0 Fire Foundatiort Survey 0 ardcover Removat Septic �I Water Connection Foundation Waterproofing �i Other(specify) � Fireplace CI Sewer Connection Framing � Masonry 6 Lawn Irrigation Insulation �Mfg. C1 Landscaping As=Butlt Surve�r � Other(specify) Final Lathe Required State Rermits Q Other(�pecify) W�� Electrical : REfi�ARK�(in-house): OFF9C!l�,L REM14RKS-TQ BE t�Q'�ED OM PERM{T 1��ED ENtTlALl.ED: S�e Suilcier Ackno�rrlecfgemenf�orm � E3 Prior to release of escrow money an as-buiit survey and hardcover calculations must be submitted and approved. Updated: October 2015 �•�{��c\nlan roaiaw�horklicf 1(1_9l11F rinrv Builder Acknowledgement Form 425 Lakeview Parkway/ #2015-01345 Builder Permit Conditions Initials Prior to the start of framing, a foundation as-built survey must be submitted „ �J and approved by the City or a stop work order will be issued. t`'�� !d Schedule a minimum of one hour for the framing inspection. � G�" Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a ,, ,/ minimum of a 24 hour notice prior to inspection. �-' v Erosion control shall be installed and maintained throughout the entire � � project and must remain until vegetation has been established. G l Protect septic sites with snow fencing or metal stakes and caution tape. � No underground sewer within 20 feet of well. � Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and approved. � �� In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A /-, ;, /' TCO requires a $10,000 escrow. C.-- �'�� 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 �V 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 approved prior to construction. G �" W:\Street Files\Lakeview Parkway\425\Builder Acknowledgement Form 2015-01345.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. :�-��o' leted A lication P PP � Plan Review Fee Paid �. Signed Escrow Agreement & Escrow Payment ,�f Building Plans (to scale) x2 -' Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 %� Hardcover Calculations (if applicable) ��am aware that Orono will not issue a building permit without a �� copy of MCWD permits (or documentation from the MCWD stating U the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this pro� ct. -�J _._ Signed by: � � Address: �/� S Lw kL J��,.�— �'u.r/�.�-x, <; Permit #: ao/S— a/3¢S Christine Mattson From: Christine Mattson Sent: Friday, December 18, 2015 9:50 AM To: chrisn@nortonhomes.com; 'Pat Hiller' Cc: Roger Peitso; Melanie Curtis; 'jeffl@hedlundeng.com' Subject: 425 Lakeview Parkway/#2015-01345 Chris, The City Engineer has reviewed the electronic grading plan dated 12/8/2015 and offers the following comments: 1. The roadway has the wrong name. It should be 425 Lakeview Parkway not Lakeview Blvd. 2. The plan does not depict any erosion control measures around the proposed earthwork required for the primary septic field or around the lift station depicted. Please note, perimeter erosion control measures must be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Please submit two,full-size copies of an updated survey for our review. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ '�' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 24&25,2015 Friday,January 1,2016 Monday,January 18,2016 1 New Cansf�ruction Energy Code Compliance Certificate �� . � F�r R401.3 Certificate.A building certificate shall be posted on or in the electrical distribulion Date Certificate POS panel Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 425 Lakeview Blvd Orono, MN Name of Residential Contractor MN License Number THERMAL ENVELOPE RADON CONTROL SYSTEM NERGYCGP�PLi�;i�;(�,EB�fl�i��u Type CheckAllThatApply Passive(NoFan) ERTI�ICATE SNALL BE CG�NiPLETED � � orothersystem monitoring ND POSTED ON/OR IN ELcCTf�!CAL F �, N Location(or future location)of Fan: ANELAT'fIME OF FII�AL INSPECTI� - � - -� � m c� c N � _ @ a a� o Q a -- C� � o -o `° n m a � Q c0 m a�i U � � c . c j � ui `�n � n ii j o Insulation Location � � z m � v O � w N m `o m m E E -o a m N � � � @ � � .� .� � � z ii i� u �i � � - Other Please Describe Here Below Entire Slab Foundation Wall Perimeter of Slab on Grade -)Q Rim Joist(1st Floor) Rim Joist(2nd Floor+) Wal� Ceiling,flat ..f,� Ceiling,vaulted Bay Windows or cantilevered areas � !� Floors over unconditioned area - 3Q Describe other insulated areas lBuilding envelope air tightness: Duct system air tightness: Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: X Not applicable,aIl ducts located in conditioned space Solar Heat Gain Coe�cient(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 Alre-FIo /4•0 5�� Aife-FIo Powered Interlocked with exhaust device. Model 92AF1UH110P20C 4AC13N060 Describe: input in 110,000 Capaciry in output 5 Other,describe: Rating or Size BTUS: Gallons: �� in Tons: AFUE or g2 SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati �5,966 56,862 4 � 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 X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 127 High: 222 Other,describe: Energy Recover Ventilator(ERV)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: 100 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 507 "metal duct Builders Associaton of Minnesota version 101014 , • • ' Ver��t�!�t��n, Makeu� and Combustivn Air Calcu�ations � Submitf.a� Form For New Dwellings � 7'hese blank subm'rtta!forms and instrvctions are availabie at the C3ty of Chanfiassen website and at Gty Hall. The cemp(eted form must be submit- ted in dupticate at the Ume of appfication of a mechan"�ca!permit for new cons7ruction.Add�#iortal forms may be downloaded and printed at httP.//www.a.chanhassen.mn.us/serv/bufld.htrnl. , SRe address ] ) � �_� Date �J�, Co�actar _! Se�f w�� ) ;y Campteted T 8Y �. . Section A . + Ver��iEation Qnantity � , � (Detertnine 9�M�'by vsingTable(�'i1A4.2 or Equatk�11-1) � Sqware feet(Con�itSoned area inciuding I Sazement—finished or unfin;she@) 7 • ' ��o Totaf required venUlation Nvmberofbedrooms � �� ' ; Corrtfnaoar ventUation i Directions-Determine the fotal and corrtinuaus ventilution rate by eitlrer using Toble N2104.2 0�equation 11-1. ' ! 7he cable and equation are below. I 7able A[1204.2 . i � Total and Corrtinuous Ventilation Rates(in cfm) . � i ' Number of Bedrooms • I 1 z . 3 i 4 ' 6 I Con�itioned space(in Totat/. Totai/ Tota!/ 'fotal/ Totaf/ Totaf. � i sq.ft-� continuous continuous cantinuous cont+nuous continuous tontinuous � 1000-1500 •60/40 75/40 90/45 105/53 120/60 235/68 � LS01-2000 70/40 85/43 100/50 115/58 330/b5 145/73 ( 2001-2500 8d/40 95/48 I10155 125/63 140/70 155/78 7501-30Q0 90/45 10�/�3 , I20/60 135/68 ?50%75 g{5�83 ' 3001-3500 100/50 215/58 130/65 145/73 160/Sa 175/88 � 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 � �0�'"4''� �20/� 235/68 150/75 165/83. 180/90 195�98 � 4501-5000 130/65 245/73 160/80 175/88 190/95 2U5/103 � 5001 5500 140/70 155/78 170/85 185/93 200 100 Z25/ypg ' 5501-6000 150/75 165/83. 180/90 195/98 2I0/105 225J113 ! Equation 11-5 ' , • . I (0.42 x square feet of cand-�oned space)f[I5 x(number of bedrooms+i}]=Tota1 ventr7ation rate(dm) � I Conditioned space includes the basement - � z If conditioned space exceeds b000 sq. ft or.tt�ere are.more tham 6 bedrooms, vse i ' � ' Eqiiatiou 11-I f'rom Je�ction NI 104.2 to calcuta�te toial ventilatioa rate.� Total ventFlation—The mechanical ventilation system shall provide s�rfFicient outdoor air to equal the total ventilation rate average, � for each one-hour periotl accorfiing to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventifa- ' tors{ERvj the averege hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor � air inqke,or both,for defcost or otfier equipment tyding. , Continuous ventilation-A minimum of 50 perceM of the tota!ventilation rate,bu#not tess 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 corninuous may have automatic tycling controls providing the average fbw rate for each hour is met. { • i : Page 1 of 6 � � � i . , � . . . ... . i'll.TWN:Wi.'JIFir=T� . 4T•u'.::'yF�::A"..3.��:�'�+.R'4�.YT.f'�';�T.,�.RtiraFe':wm.�.:.Yees�e. ::::.'a .¢��.ir:.+m�:rrs.�...n:x.—.a�-T�....�..:__.. _._.__.. .__._..._. SecCion B Ventilation Method (Choose e�her halanced or e�auii ool ) Ealanced,HRV{Heai Reeovery veistflator)or£aV(E,�ergy Recow ��o�y ; ery Vertfilator}—cFin af nnit in law�y7 not exteed corttinuoat veMl- Coaiinaous faa rating in dm � latian ratingbY more than 1A0%. � Low cfm: Migh dm: ` I i � '7 Caetirniotu fan rating in cfm�capatiry rtiust noi exceed { Z Z Z ccntin�ous ventlatiun raCn by more than 1004:) ; Dfretirons-Choose tfae method of ventilatiort,ba/anced orexhaustonl. Baianced ventiJation siems are � Fnter tBe!ow and high cfm amovnts L w m crrflaw must be equal to argreafer thon the required continuous(ven�o�i'on rafe and ' �ess tt�an 10035 greater than the continuous rate.(For instonce,if the law cfirr fs 4p ° Automvtic contrals may o!!ow the use af'o targer fan that is o erated a ��e Ve��f��u�not exceed 80 cfm.J i P percentage of each hour. Settion C ' � • I , Ventifation Fan Schedule ' Description i.ocation Contirtuous Intermittent � �Gr�t -.�{;� dl_ � t Z � . 6 � i ; . } Direrxions-The ventilarion farn schedule should describe what the fan is for,the focoL'on,rfm,ond whether it is used for cantinuous i orintermittent ventilofio». The fan that is chose fo�aontinuous ventflotion must be equol fa orgreater than the low m ofr rating { aad less thun 100Y greater than the corrtircuous rate. {Forirrstance,ff the!ow cfm is 40 c�m,tfie coniinuous ventilation fun must nvt I exceed 80 cfm.)Autornaiic contro/s muy cllow,the use of a larger fan that is operated c percentage of each hour, ' Sectlori D � Ventilation Cosrtrols ' (Desrnbe opention and controi of the continaovs and intern[ittentventllation) � + '�-p � 2 � -1:�w �- F/1t � . � i � I ' Dlrecttoas-�esanbe ihe operation of the ventf/etion system. There sfiould be odequate deta�7 for plan rev;ewers and inspecton to verlfy design and � installation compL'ance Reluted tmdes ojso need odequate defaD for pfacement of controls ondproper operc0ion of the 6uil�ng venf�lation, If i erhaustf�ru are used forbuildtrig ventilation,describe tha opemifon and kcotion of orry controls,;»dicoton aad legendx !j on ERv or HRY is to be � instolled,descrr7re how it wJ!!be installed.lfit wlil be connected aad leterfaced with the air hondling equlpmen�plecse describe such connections as I dete!!ed In the manafoccures'instu!letion fistrvctions.lf the lnscafletion fnmuctlens require or recommend dTe equipmerrt to be inierfocked with the airhandGng equipmetrt for prbper operativn,such lntermnnealon shap be morle and described . I � Section E i Make-up air I Pax6ve{determined from cala+isl3oirs fromTable 5013.1) I Powered{determimed fcortt�afcu(attoss from T�bie So13,1} � snterlocked vvith pxhaust device(determtne�iroaa caku�Uon from Tahle 5013.1) � Otf�er,deserlbe: ' ( ' i �optiOn OfduCtat'Sy5t2[f7 v@ntil8ti0[i n12kE-t1p BiP:Deterniined frnm make-up airapeningtable � [fm � S'ae and type{rovnd,rechngular,f7ex or rlgid} {NR means not reqqired) _ Page 2 of 6 �H.A.��<:,.��.t��=�.,:L-:.��:.�:mr:-�-•,�>:.�:�.,: �.<.�- .,�..;.---,---�.:......� �...�_e.,-�,r.�,,-,.� , .�.-:., s. - :.T ,:.�,�_ _ .---._ Directions-In order to determine the mpkeup air,Table 501.3.1 must be filfed out(see below). For mosr new installarions,column A wi11 be appropriate,however,if atmosphericaJly vented applivnces or solid fuel applionces are rnstaped,use the appropriate column. For existing dwellJngs,see 1Mt 501.3.3 Please note,i�the mokeup air quaniity is negarive,no additiona!makeup air wili be re- quired for veniilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type (round,rectangular,flex or rigidJ fo ihe lost line of section D. The make-up air supply must be irtstalled per IMC 501.3.23. � I � Table 501.3.1 � PROCEDURE TO�ETERMfNE MAKEUP AtR QUANITY FOR EXHAUST EQUIPMENT 1N DWELLINGS i (Addittonal tombustion airwifl be required forcombustion appliances,see KAIR method forcalculatio�ss} One or muitiple power One or mulUple fan- One atmaspheRcaily vent Multlple atmosphericaf- � veM or dir¢ct vent ap- assisted appliances and gas or oil appl'iance or lyvented gas or oil i pliances or no combus- power veM or direcc vent one sblid fuef appfiance appliances or solid fuel � tion appifances apptiances appliances � Column C Column 0 � Cotumn A Column B � L I a)pressure factor 0•!5 0.09 0.06 0.03 ' (cfm/sfl � b)cond'rtioned floor area(sf�(including /� j unfrnlsfied basemeMs S (y � + Estimated House InfUt2tion(cfm):(1a � � ) � x 1bJ ( 2.Exhaust C�paaty ' al��tinuous exhauu-oniy ventllaclon system(cfm);(not appliobie to ba- I lanced veMilaGon systems such az � HRV} � b)clothes dryer(dm) �35 135 135 I35 I c)80%of largest exhaust rovng(cfm); � K'Rchen hood typip8y L� �� (not applitabte if retirculating system or ff powered makeup air is electriplly � tnieriocked and match to exhaust) i �809L of next latgest exhaust roting � (cfm): bath fert typitally NOt � {notappliwbJe if recirculating rystem j orifpoweredmakeupatrlselecir3caly Appliqble � irrterlodced and matci�ed to exhaust}. ' Total Exhaust Capacity(cfm); i (2af 26+2c+2� � � s 3.MakQup Air QuaMity(tfm) : , a)toLai exhaust capaaty(from above) �j � i b)estimated hoine infiltrdtion(from �j � aboveJ v �j I Makeup Air Quantity(cfm}; ! [3a-3bJ /' • {if value Is negative,no makeup ai�is 1 � 3 rj i needed} i 4.Fpr makeup A]rOpening Sizing,refer i t0 TabM SOL4.7 ; A. ttse this cnlumn if there,are other than fan-assisted or atmospherically venied gas or o3f appliance or if there are no mmbusilon appiiances.(Power vent f and drectvent appliances may be used.) ' � 8. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmosphericatlyventerl appliances may also be in- cluded.} i G Use ihis coiumn if there is one atmospheriplly vented(oiher than fan-assiste�gas or oil appfrance perveMing system or one soifd fuel appliance. D. Use this cotumn if there are�muftiple atmospheriwlty venied gas or oil appiiances using a common vent or Hihere are atmospfieripllyvented gas or oil appGances and solid fuel applfances. { 1 Page 3 of 6 �. ., �. . ,x��--,�z,�� w.,: �,�z.�:-,v�-�..-.�rt:�-��.�-c .�.-��.,�,_,.,-.-�,�--�-..-.,.-,., �:x..,.n �., a.. .. ._ -�., ., _.�-- ._�. _ ._r ...... .. _ .�. _ Makeup Air Opening Tabie for I�ew and Existirtg Dwelling � I Table 501.3.2 ; One or moltiple power One or muftipie fan- One atmospherxally Multipte aUnospherically ' verrt,dtrect veni ap- assisied apyTiances and - veMed gas or oil ap- vented gas or oil ap- Duct di- I pliances,or no tombus- power vent or dir� pliance or one solid fuel pliances or solid fvet ameter tion appiiances vent appliances appltance appllances Cotmm�A Cofumn B Column C I Aassive opening I_36 Column D i 1—� 1-15 2-9 3 � Passiveopenin8 37—b6 �_ql 1 16-28 10-17 4 Aauiveopening 67-109 42-66 29-46 ; 26-28 5 Pass3veopening 110-163 67-100 47-69 29—42 6 Passiveopenin 164-232 101-143 7a_gg � Pacslve openin 43—61 7 j 733—.317 I44-195 100—Z35 62-83 g i Pasrrveopenir�g 318-419 196-258 136-179 � w/motorized dam er �'u0 9 i Passive opening 420-539 ! 259—332 180—230 11i—142 lp ' w/motorized damper Passiveopening 540-b79 333-419 � w/motorized damper �1-290 143-179 11 i Poweredmakeupair >679 >419 >290 >179 . I NA ; Notes: � i - An equivalent length of 100 feet of round smooth metal duct is assumed.Subtracc 40 feet for ihe exterior hood and ten feet for each 90.degree elbow to � determtne the remainirig length of stra;gM ductallowabie. I e• !f flexible duc#is used;increase the duct d€ameter by one inch.Flexibte duct shafl be stretched with minimaf sags.Compressed ducc shall not be accepied. � r- Barornetric dampers are prohibited in pauive makeup air openings when any aimosyherically vented appliance is instaffed. � D• Powered makeup airshall be elearicaify interlocked with the targest exhaustrystem. � � � � I Sections F i Combustion air ; Not required per mechanipl opde(No atmospheric or powervented appBances) Passive{see IF6C Appendix E,Worksheet E-1) Size and rype i Other,desv;be: j 7 i Explanation-Jf rto otmospheric or power vented appliances are insta!led,rheck the oppropriate box,nor required. lf a power vented i oraimospherically venied oppliance instcrlled,use 1FGCAppend;x E,Worksheer F-1(see belowJ. Pleose enrersize and type. Combus- tion air vemsoppiies must communicate with Lhe opplionte or oppJiances thai require the combustion air. ; Section F colculations follow on the next 2 pages. j _ i , � i � i � � l , ; i , Page 4 of 6 ��:.�.,��,.sx��..w , -,:::..._ �-_ ,�---x-m::�-,,..-�.-�..r,.�,--,.-,_-�.�-.:.�,-.. _,�._ ,._ _ . , ., .--. - - .. � �.��i Y�� L C7CpC ��HVAC RESIDENTIAL LOAD CALCULATIONS Based Mxcze Revlsed �� on ACCA Manual J8ae srsr�o�� LEARNING SOLUTIONS' Inslrucfions:Enter data 7rKo I/ow fle/ds onl.All other flelds are !red text Gre fle/ds are ealeulailons. ;,Desi n CondWOns: : Pro eet; NORTON HOMES Indoor Dest n Heapn �:db 72 �,:Wfi8ar:89%�db � �-�� -11 :HTD �:�. . �t3 ;� Addreass: 425 Lakeview Parkwa Indoor:Desf nGoofirt db 75 Surrtmer�%.db 68 CTD : 13 CI SState Orono MN Indoor Dest n Coolin RH 60yo Crains: 24 Dai Ran e Metllum Loaddnto Latkutls 44 ElavaUon r 834 PhoneN Heat Total Glass Area Sia le Doudle Tri le Jalousie HeaUng Coolfn (Sq.Ft) � .997�� X Heatlng gt.34 46.48 34.66 81.34 9, 0: 79i;- 0 0o ng otal ass /Uea Sln le Doubla; TH le , Jalousfe (Sq.Ft) North � X Cooling 27 20 17 27 Area r 0 9 r6y, p Cheek box below to NEINW � X Coolleg 59 48 � 43 59 and add Intemal Area ....0 �0:.� � � -.0� � � 0� � Silding Glass Doors Shading. South � 773. X Cooling 43 34 30 43 No Intemal Shitl! Aroa . 0� 0 175� � 0 ❑ SE/SW �0 X Cooling 71 59 54 77 Area 0 0 0 0 E 8 W 563.5 X Cooling 83 69 63 83 0 0 664 0 Doors #Drs Wfdth Hei ht Area .Wood�� - WoOtl/Metal Stortn�.��. Matai� MetaUMeUI�Storm 4 3 X 7.5 90 X HeaNng 32.37 2324 29.05 17.43 24 0 66 0 X Cooling 6.90 11.50 6.90 11.50 24 0 66 0 Caross F�cposed Wall Hoi ht Len Area (Sq.Ft) �X 4455 ��4,455 Net Wall FrameStding Area Cheek if R-2 . ��O:Iqsul�:� R-1� �R-13� . �R-'19 R-Z'I Fxposed Wafl less r-3,568 � X Heating Board �19.92 8.05 7.55 5.64 5.40 all glass and doora Insulation is 0 0 0 3,568 0 Wood Studs X Cooling u5ed. 6.96 2.58 2.18 1.35 1.16 No Board Insulation L� 0 0 0 3,b68 0 : : HN M Len Area � <0 Jnsul..�. -R-2lnsul .. :R=4lnsul .R-161nsW. Nat Wali(Above Grade 2') �X�_� X Heatlng 48.47 22.33 14.53 4.98 Conerete Block w/board insulation 0 0 0 0 No fMerior ftnlsh X Cooling 7.59 3.50 2.28 0.76 0 0 0 0 � Net Wall(8'Below Grade) Hei M Len h Area �.� O lnsul:.-- - �R-2lnsul �. ��R-41nsu1� . -�R•161nsu1 Concrete Block w/board insulatlon �X 891 = �891-�� X Heating 10.38 7.47 5.98 2.99 No interior flnish 0 0 891 0 Ceiling(Sq.Ft) None R19 6" R30 10" R38 12" R56 (Under Attic or Attic knee wall) Heating Width Len Area 33.86 4.07 2.66 2.16 1,4g AtticTemperautre150� �1 X 1920 �'�1�820 X 0 0 D 7,920 0 Any Rooting Mahriai Cooling 21.42 257 1.68 1.37 0.95 0 0 0 1,920 0 � Ceilln9(S4.Ftl None :R79 6" .:-.... R3G:10" ;:1�18 12" : R66 Ceiling below Roof Joists Heatin9 Width Len Area 20.00 423 2.82 2.41 1.74 Dark or Bold Color Asphalt Shingie �0 X�_� X 0 0 0 p p Deck Consrtuctfon Cootlng 11,45 1.45 0.94 0.71 0.95 0 0 0 0 0 Basemen!Floor Width Len Area (2 or More Feet Below Gratle) �X 1920 � '1,820 X NeaNng �,g3 20'ShoRest Side Siab on Gntle Linear Ft O lnaul R-5 R-'10 R-15 Heavy Dry or Light Wet Soil � X Heating t 12.7 37.3 29.5 26.1 Vertical Ed e Insu13'beiow rode 0 0 0 0 � oor er pen rawt Width Len h Area :��A�Insul -R-11 .� R-09�. R�0� Space or Gange �X�_� X Heating 43.2 6.5 42 2.9 0 0 0 0 Cooling 51.1 13.6 4.9 3.a 0 0 0 0 aor er nc osea Wdth �en h Araa O lnsul� R-01� �-R-09�- � R-30 Unconditioned Cnwl Space �X�e�p X Heating 7.38 3.36 2.50 i.87 orUnconditionedBasement 0 D 0 0 X Cooling 1.g2 0.47 0.32 022 0 O 0 0 Check if Semi-Loose � Home leaka efaetor Lotal CFM Inflitration House Under 2000 S .FL Over 2000 S .Ft 0 HTp Cellln Area Hei M Mina. ��..Satlfr-L�6"Ose ��. Sa1t�LL�ge: p, . 83 1,920.. X 8,5 + °;60"`;- X D.00 0:00 ,;yx �p .. . 0.00'�. �.0:00 .� . ..,dd`..�.�:. ... Fireplaces CFM 1 X 20. 20 Number ot People Peopts 6 X 2S0 = Aven e-�. Desl ner Kkchen Aliowance Check Box torfor Designer Kitchen(2400 BTUH) ❑ 1200 �r p SUbtOtal Check Box for ib Leakage Suootv Air and Retum'�Leakaae 6°h&6% 6%Supply Alr Duct Leakepe and 8%Rehm Air Dua Leakage 0% 0% � � 9%&15% ❑ 9%Supply Air DuC Leakape and 15%Retum Air Duct Leaka 0% 0 h � � Duet Loss/Gain-Supply&Retum e 9e 12%8 24/. ❑ t 2%Supply Air Dud Leakage and 24%Retum Air DuG leekage 0°k 0% � � 24%6 47ye 24%Suppry Air Duet Leakape antl 47�o Retum Air Dua Leakage 0% 0% � � 35°k 8 70°h 35%Suppty Air Duct leakage and 70%Retum Air Duet Leakapa Q% 0°h � � Blower Hcrt�Iscount . ..... ... ... . .. 1,707 � Manufacturer's pertormance data Cheek Box for Blower Diseount ❑ Ad usted Subtotal Cooling Latent Load G�� CFM Latern Irtfiltration Gain � �0:68 . X � -24�� X �� _ Check Box if Ducts in Latentfor0eeupanb an�Uneonditioned �6�� X ' :��200 �� ' space CFM .Latent for Dacts in Uncondftlonetl � X � : � space ❑ Total LaMnt Heat Gain � t Mm 2010 HVAC Leamin so�utto�u � . S/T Ratio � TOTAL LOAD '�"12G��h [�p C.�GI ��H VAC RESIDENTIAL LOAD CALCULATIONS Based Mxc ze Revised LEARNING SOLUTIONS' on ACCA Manual J8ae 5/8/2011 lnsUuctions:EMer data info llow ifelds onl.Afl ofherflelds are ulred fext.Care fislds are calculations. �� -� Desi n Conditions:.�.� � Pro eet NORTON HOMES Indoor�Dasi nRwUn :dD 72 Winter99Y.�tlb � _16 .. H7'D � .E7.- Address�. 425LakeviewParkwa IntloorDesi n Cooll� db 75 Summer�%db 70 CTC' S C 5 Sqte Orono IndoorDesl nCoolfi `RH 50% Gnfis -7 Da1 Ran e Medium: LoadlMo d LaUtude 63 Elevalton 46 .:' Phoae�i Heat Total Glass Area rfS(n le " D'oubla�.� :��Td le-�� _.Jalousie � � Heatin (S4�) ��' 78T�� : X Heating 8526 48J2 36.54 8526 0 0 797 D. 0o mg ota ass Area Sin le Doublt Trf le Jalousle' (Sq.Ft.) North � 61. X CooBng 10 10 70 10� � 0 0 81 0 Check box beiow to NERJW � X Cooting 41 38 36 qi and add Intemal qrea 0 0 0 0 Sitding Glau Doors Shading. South 173. X Cooling 26 24 23 26 No Imamal shade Arca fl D 17S 0 ❑ SE/SW �0 X Coolfng Sa 49 46 54 a.ea o u c c E&W ...��bB3.d-:� X Cooling 65 58 55 65 0 A 6&{ _ p Doors �Drs Width Het M Area Wood Wood/MetatStorm Metal MetaUMetalStortn 4 3 X 7.5 90 X Heatlng 33.93 24.36 30.45 16.27 24 0 66 0 X Cooling 1.50 2.50 1.50 2.50 24 0 66 0 Gross Exposed Wafi Hei M Len h Area (Sq.Ft) �X 4455� �4 6 Net Watl Fnme-Sidin9 Area Cheek if R-2 O Insut R=11 R•13 R 18 R-2�. Exposed Wali leas 3;688 ;, X Heatinq BoarO 20.88 8.44 7.92 5.92 5.66 all glass and doors Inaulallon Is 0 0 0 3,668 0 WoodStuds X Cool�ng uaed. g.g6 2.58 2.�8 1.35 7.16 No Board Inaulatlon L� 0 0 0 3,668 0 Het ht Len Area -.--OInaW��-�-�:� R-2lnsui� - R��Insul� R-lbinsul Net Wall(Above Grade 2') ro�X�� X Heating 50.81 23.40 15.23 5.22 Concrete Biock w/board insulation 0 0 0 0 � No trrterior flnish X Cooling •2.92 -�.35 -0.88 -0.30 0 Q 0 0 Net Wali(8'Below Grade) He� Le� � 9 �O lnsul -�R-21nsu1 R3 Insui R-15 Insul Concrete Bloek wl board Insuiation 1 X S91 89'I X Heatln 10.88 7.83 6.26 3.13 No interior finish 0 0 891 0 Ce11in91SQ.Ftl - Nons R19 6" R30 10" R38 12" R56 (UnderAttic orAttic knee vrall) Heating VYldth len h Area 35.50 4.26 2.76 2.26 1.57 Attie Temperautre 150• �1 X 1920 = �. 1,920�� X 0 0 0 1,920 0 My Rooftng Mate�lal Cooting 21.42 257 1.68 1.37 0.95 0 0 0 1,920 0 Ceflfng(Sq.Ft) � �None� - �R79 8" �R30�10" R38 12" R56 Ceiling below Roof Joists HeaNng Width Len Ama 20.97 4.44 2.96 2.52 1.83 Dark or Boid Coior Asphalt Shtngte �X 0 � .� X 0 0 0 0 0 DeekConsrtuctton Coolin9 1�.45 1.45 0.94 0.71 0.95 0 0 0 0 0 Basement Floor Wtdth Len Area (2 or More Feet Beiow Grade) �1 X 1920 �-1,920 X Headng � 1,9�., 20'ShoRest Side Siab on Grade Linear Ft -.-0lnsul��- <RS. � �Rd0 R-05 Heavy Dry or Light Wet Soil � X Heating 178.1 39.1 30.9 27.3 VeRtwi Ed e Insul 3'below rade 0 0 0 0 � oor ver pen raw W{dth Len Area ��.Otnsul � R-N R-09 R-30 Space or Garage �1 X�_� X HeaBng 45.3 8.8 a.4 3.0 0 0 D 0 Cooiing 53.1 14.2 5.1 3.6 0 0 0 0 oor ver ne ose Width Len Area O:Msul R-11 . R-09 R-30 UncondSttoned Crawl Spaee �0 X�_� X HeaGng 7.38 3.36 2.50 1.87 orUncondSUonedBaaemeM 0 0 0 0 X CooBng 1.92 0.47 0.32 0.22 0 0 0 0 Cheek if Semf-Loose � Home,4eaka"e.Facfor 7otat CFM Infllt�aUon House Under 2000 S .Ft Owr 200o S .Ft 0� . I{Tp Cailin Area Hel M Mlns. .� SbtHT�.tlOse.��: SerttiiAose;. ..0; 87 � � � 1;920 � X 8.6 +Q X O.DD � 0.00 87 CTU 0.00 . 0.00:�. 44 .�..� �...�;;,:,�'�:i Fireplaees CFM 1 X 20 20 Number of People People 6 X �230 � :Avera e : ��Desf ner. Kitchen Allowance Cheek Box for for Designer Kitchen(2400 BTUH) ❑ 1200 �r p Subtotal Check Box for%Leakage Suoolv Air and Retum°�6 Leakaae 6°k 8 6°� 696 Supply Air DuC Leakape and 6%ReLan Air Duct Leakage 0% 0% � � 9%&15% ❑ 9%Supply Air Duct Leakage and 15°�Retum Air Oud�eaka e 0% 0% � � DuM LosslGain-Supply 8 Retum 0 12°k&24°k ❑ 12%Supply Air Duct Leakapa and 24%Retum Afr Duct Leakage 0% 0% � � 24%&47% 24%Supply Air Duct Leakepe and 4796 Retum Air Dud Leakage 0% 0% � � 35%8 70°h 35%Supply Air Duct Leakage and 70%ReWm Air Duct Leakage 0% 0°k � � Blower Heat Discourrt 1,707 Manufacturers peAortnance data Cheek Box for Blower Diseount ❑ Ad'usted'Subtotal Cooling Latent Load Gralna � Laterh IMtltratton Gain .0.6a� X -�7 X � _ Check Box ff Duets in LatentforOccupaMs anUnconditloned 6 X 200 , space CFM Latern for Ducta in Unconditioned � X �� spaee � ToUI Latent Heat Gain �� AEO 2010 MVAC'Leamin so�uttons S/T R�io �- �TOTAC;LOAD •.. Christine Mattson From: Christine Mattson Sent: Thursday, December 10, 2015 10:25 AM To: 'Pat Hiller' Cc: chrisn@nortonhomes.com; Melanie Curtis Subject: RE: 425 Lakeview Parkway/#2015-01345 Thank you for the electronic copy of the survey. I don't believe we've received a landscape plan for this project. We don't need to know all the specific plantings, but do need to see any proposed patios,sidewalks, retaining walls, etc. reflected on the survey. At a minimum a 24 inch sidewalk must be shown connecting the front door to the driveway. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical address) PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ 'a' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 24&25,2015 Friday,January 1,2016 Monday,January 18,2016 From: Pat Hiller[mailto:PatH@nortonhomes.com] Sent:Tuesday, December 08, 2015 2:10 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc:chrisn@nortonhomes.com Subject: FW:425 Lakeview Parkway/#2015-01345 Hi Christine, Here is the updated survey for L1B1 in Lakeview for the Norton Home model. I will have someone drop off two hard copies at the front desk this afternoon. Please let us know how we are doing on this permit. Thanks. Pat Hiller From: Chris norton [mailto:chrisnCc�sourceland.com] Sent:Thursday, December 03, 2015 4:21 PM To: ]ohn Nielsen; Pat Hiller Subject: Fwd: 425 Lakeview Parkway/ #2015-01345 1 Can you gays take a look at this from the city of Orono Sent from my iPhone Begin forwarded message: From:Christine Mattson<CMattson@ci.orono.mn.us> Date: December 3, 2015 at 4:15:49 PM CST To: "chrisn@nortonhomes.com" <chrisn@nortonhomes.com> Subject: FW:425 Lakeview Parkway/#2015-01345 Chris, Per our conversation. Have a great evening. Christine^' From:Christine Mattson Sent: Friday, November 13, 2015 10:31 AM To:chrisn@nortonhomes.com Subject:425 Lakeview Parkway/#2015-01345 Chris, We have performed a cursory review of the survey for 425 Lakeview Parkway and request the survey be updated based on the following comments: 1. Stairs for the deck are not shown on the survey. Please add. 2. The survey appears to be missing information and is difficult to read. a. Was is to be printed in color? The entire perimeter of the home is not clearly defined. b. Noted in the middle of the house appears the words"existing ground 979.7"what is this in reference to? c. The survey calls out the elevation of 980.3 to assist with basement/number of stories calculation, however the contour line is not shown. 3. The thick,dashed line appears to be the conservation easement. Please provide a key for the different lines/symbols used. Please note our engineer has not reviewed this survey so there may be additional comments forthcoming. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical addressJ PO Box 66 I Crystal Bay r MN I 55323-0066(mailing addressJ "�" 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 2015 Standardized Cenc�-�F��ndati�n �r�� ;��QPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. 7hese drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing, insulation,flashing, control and construction joints, and all ather non-structural requiPements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2015. The dr.awings are to only be used by the contractor noted below or his authorized sub-contractors/clients. 7hese drawings are to be provided to the building inspection department as part of the permit package. INQE�S; S1 -Scope, Index,and Certi�cation S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-l.00kout Wall Detail S6-Full Height Wall Detail lHAT�RIAL3: R�Inforcfng Steel:Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Conorete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 4000 psi for walls Minirnum 28 day compressive strength of 5000 psi for footings Footings rnay be 3000 psi if an approved admixture is used to achievo a water and vapor resistance equivalent to 5000 psi 8eckflll 3olt:Sand-30 psf/ft affective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Ciay-60 psf/ft effective lateral pressure herob,y cort fy that t a p an,spocificatinn,or 3(j'f ADD�E$S' report was propared by me or under my direct suporvision and that 1 am a duly licensed Sireet: profpssipital enyineor under the laws of the state - of Minnesota. City: _ c . ��-_�s - State: MN Zip: _, Gr•�11g Oswell,PE(MN#42341) ..�.: . 1l24/2015 iD�wi�U Enyln��erinp and Co�auttlnq.l..l..C. 1901 .�'Nennepf�l Av�i#2q') �•�.; ; `' �;. projact Name: 201b Standardized Concrete Foundation Drawinqs Mlnns�polia,O�1P166�13 �' ' = -=�r� r (---~~ I�es�riptioiti: Scope of Work,Index,aqd Carti�f�c�o� �T�� Pitonr.812-720�463� ��j L__._ �� 'rojQct# '14.'100 �ow:81Z-888-2990 -s' ,� Client N�mo: Manor Concrete Construction Inc. W�,�ry��,� ��,� �-'+,;•' , ,, Clien.t At(dross: 1•f22S�JOth Ave N �Vla Is Grove MN 553G9 PAc�e 31 of SG „�; ,� :� �, ;�;f OE EB��TE$: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centeriinQ offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4. E3end horizontal bars or provide matching hooks around all watl corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 6. Allowable bar placernent tolerance is 112". Tying is not roquired if tolerancos are met and maintained. 7. Dowols may be drilled and installed after footing pour unless othe►wise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sactions require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor bolts 1/2"or larger in diameter do not requira corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1/2"diametar threaded rod epoxy grouted at same spacing with 7"Qmbed. 11. The presence of form oil on the rainforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Uo not backftll until the concreto has reached at least 70 percent of the 28 day conerete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. �OLD WEAjH�R C3UIDELINE3• The following information is genaral guidelines for the placement of concrete in.cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in placQ product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrQte,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to tako advantage of latent hoat of sunlight is advised. 4. Do not add additional watQr. Using water-reducing admixtures is rQcornmended when reyuired. 5. Forms aro to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required,however it is to be fres of frost,snow,and ice. 7. Usa of form blankets or other approved p�otection is highly recommended for the top of the wall at temperatures below 10 degreQs F and for the whole wall when below zero degrees F. s7awell Erqina�riny eind Consufting,l..L.C. 19p1 E H�nn�pM Ave.9M201 ,�t• :: 1'' ' .' Projeot Name: 2015 Standardized Concrete Foundation Drawin s Obllnne�epolla.MN B6413 ,�; `�' Dascription: �eneY�l Notes Phonr.812-720-4$39 >` -- �' . . II ■IiNlll YIYYIIIiYIYYiWYW1fY'-`�I�Y.�-....._. ..- �.i."� Praject iF 1R.100 Fout:912-888•298� �a � 't . . .. ..... . J � � 4 ; jr "ti'. Client Name: M�nor Concrote Construction IitC. W►Ww.osvV�ll�a,canl - ■w+n�...�.Mrr,rr.r.wwiwurwr.r--ui�:-ri�:+i ,:•; !�:t Clie��t Adclross: 91225�JOth Ave N MH le�rove MN 55:3G� Pade 52 ot SG ;,`' :- ; ��,,.,.r,•�;j 1!?QI1.015 �,.:. Adjacent steps are to be placed no closer to either side of the beam section than twice B'-D"m�axinrurn ste the height of the largest step (baam sectlan) �..Optional control joint each end of beam section by others (2)bundled#4 horizontal bars • .. . ._ � � top&bottom w/3"min � � : clearance extended at least � Maximum appiied I 24"minimum beyond each end �actual load�d000 pif� '� of beam section(bar length= uniform or 12,000 � � step height+q�) j pound concentrated � 6"minimum thick cast-in-place � , ' � concrete foundation wall � � .. � I N . 1 �,..,�.�..�«,.,�.�.,..,. ,�.,a,M,- ✓ / l ♦ / ♦�` i� High footing should be placed �� at 1-to-1 (45 degree)line,if �� Nd ,� high footing is closer to step / than this line,place beam sQction rebar as if it was at this line as shown �"�J�s✓��.�`�7 o��Y'" �W��.:. _ �3�Wp11 Enginea�ing wxf Consultk�.l..l..C. 1401 .�hlenr+a�pfrr pve,�2f11 �",�''•+�" ,,' ,,�; ProJoct Narne: 2015 3tandardized Concrete Foundation Drawin s ��po��y�p�N ggq�g ;:� " Description: Ste Hoo#in Detafl NO'f TO SCAI.E '� . Phon�:81Z-7Z0-4839 -r iz� Projoctl� 14.1C10 Fa�t:81Z-88lf-2998 �, � ,,� Cliont Name: Manor�oncr�ta ConsEruction fiac. ,�y„�,�� ^ri� .`� , ,�t .,, ClientAcl�lrass: ..11225 90th Ava N M�t le GresvQ MN 55369 Pa o 53 of SG 1:-,�,. �.x; :'�, !24! 01 C _ .. Wall framing by othars Sill plate by others w/112" diameter anchor bolts w/7" - minimum embed&standard washers @ 72"o.c.max or Optional slab ledgo,m�Xlmti equivalent metal strap anchors stem height is 12"w/width to match sill ptate •Grade to ba at least 6"below top of wall .�c � (1)f�4 continuous horizontal bar wlin 18"of top of wall 6"minimum thick cast-in-place concrete wall �,�..'• #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed Unrei�forced concrQte strip footing per Code by others, provide frost protection par Code . as required ��1�.KOUT! S�,AB,40V��10� �R+D��l� !L. Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wali . _ tJeuv.wl)�nqin0�riny And Consulting.L.L.C. �1�A1 I�}Iann�plrl AV:d,i�01 ,�,•A:�� y ' Praject Name: 2015 Standardized Concrete Foundation Drawin s Mlnneapolb.MN tf6418 ,*,�, �.;�" dQscription: Frost Wall Detail NOT TO SCAIE p��;g�2.72p.{ggg j;'� �:�+ _ ;, 1'roject�l 14.100 Fax:812-888-2988 •� .;� �iu.nr�i�rY�rrrrYwrrl ^� � t.` Cllent Name: M�nor Cattcrote Cortistruction Inc. www.oswsll�so.com " �— '"' a : CliontAcldress: 1-1225 90th Ava N Ma lo Grove MN ra"�36�J t��c�Sh af S(3 ��:� ' '`� 1 24l201G ' ' " ��? , . Wall framing by others Sill plate by othars w/1/2" a'. • diameter anchor bolts w/7" minimum embed&standard >;,,� i washers @ 72"o.c.max or equivalent metal strap anchors ...,..-.Grade to be at least 6"below top . of wall (1)#4 continuous horizontal bar wlin 18"of top of wall � 6"minitnum thick cast-in-place #,� concrete wall "'Y N #4 x 2'-0"long centered dowels w/5"minimum embed wat set or epoxy grouted in Footing elevation may vary below place ' slab,provide frost protoction per ,r°�Vy��7�g.�(�Qi Code 36"o.c.max for sand,30"o.c. 8"thick x 16"wide minimu►n rnax for SC, &24"o.c.max for unreinforced concrete strip clay -C footing,larger footing width may 8w.��,��c�q: be required for specific soil 48"o.c.max for sand,42"o.c. bearing conditions to be max for SC,�36"o.c.max for determined per Code by others clay �e��.�� XY�� 1�. _ Oaw�ll EngMeering and Gon�uttlr►y.1.�..C. 1�)1 �Wenn+�pin Av��#2p1 .,�,` .., . •- ; , __y� f'roj�ck Name: 2015 Standardized Concrete Foundation Drawin s M�apol{s,INN�6413 �;; ` � � Description: l.00kout Wall Detail NOT TU SCALE P1wnr g12_7Zp.4g3g "} ,j t.:.� J _._ Fax:812-0�6-2988 ,�� —� y� pro'ock'l� 1�1.100 Cllattt Name: Manor Concrete.Construction Inc. yyryyy,p�myv�{,�,�� ;� ��--- '°"•- Cliortt Adtlress: •I,'1225 90th Av��1 Ma le Grove MN;i53G9 Pac��SC�of S6 i;»� ;�•- �; ':.% 11:z�1 24�1 S . , . � ;`: Wood floor&wall framing by others Connection of floor rnembers to sill plato .�.,� to be pQr Code by others '=+; 2x6 minimum sill plato w/1/2"diameter ;; anchor bolts wl 7"minimum embed&2" i ,� �'R wide x 1/8"thick square or round countersunk washers or alternativo "" anchor(Anchor bolt clearance batween edge of both wall and sill plate�is to be �2.5")(see tabla below for spacing) Grade to bo at laast 6"balow top of walt Exterior top of wall may havo a brick ledge providQd the ste�m wall formed is at least 6"thick&no more than 16''high Continuous#4 horizontal bars,provida ,t�O at least(2) c�i 8'-0"clear,(3)L 8'-g" clear,&(4) cQi g'-g��clear,At contraetor's � option: The lowest wall t�orizontal bar may be omitted if(2)Jkl continuous horizontal bars are placed in tha footing Cast-in-place concrote foundation wal) w/q6 or equivalont vertical bars placed 1.5"from inside face,seQ tabl� balow for spacing ----------- q4 x 2'-0"lony dowels @ 72"o.r..max w/ 5"minimum embed ,� Unreinforced caicrete strip footing per Code by othQrs,elevation below slab may vary as roquired ��'147�F�1�l�� 9��e &�'�0 Pi�� . Qln,ar hl�i h�nn of o _. W�II or Le�a . `-� H YS _... T (nkness pr'iieul Rabar 5 q�s n. �AN u 12 _ nc or aoln . _. _. Bo ts _ ._. ��Well Engineering and Conaulting, L.L.C. 1901 6 Hannepin Ave,q201 .�'�«��• ' Projack Name: 2015 Standardized Concrete Foundation Drawinns AAinneapolia,MN 55413 �` ~Yx ___ . . Descriptlon; Full_Height Wall Detail(NOT TO SCAL.�) �i_+� Phone:812-720-483g ;;, s.?r Project N 14.100 �*'� = _ _ . Fax:812-888-2888 _i� �!• Cllc�i�t Namo: Manor Concrete Construction Inc. _ www.oswetlec.com `.�'� '".'�� Cliont Addross: 11225 90th Ave N M� lo Grovo MN 553(i9 Page S6 of ss y-;` * ' r�. 1/24l2 � 5 , t•' . ;.� Ghristine Mattson From: Christine Mattson Sent: Friday, November 13, 2015 10:31 AM To: chrisn@nortonhomes.com Subject: 425 Lakeview Parkway/#2015-01345 Chris, We have performed a cursory review of the survey for 425 Lakeview Parkway and request the survey be updated based on the following comments: 1. Stairs for the deck are not shown on the survey. Please add. 2. The survey appears to be missing information and is difficult to read. a. Was is to be printed in color? The entire perimeter of the home is not clearly defined. b. Noted in the middle of the house appears the words"existing ground 979.7"what is this in reference to? c. The survey calls out the elevation of 980.3 to assist with basement/number of stories calculation, however the contour line is not shown. 3. The thick,dashed line appears to be the conservation easement. Please provide a key for the different lines/symbols used. Please note our engineer has not reviewed this survey so there may be additional comments forthcoming. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical addressJ PO Box 66 0 Crystal Bay I MN ' S5323-0066 (mailing addressJ '� 952.249.4620 l 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: Wednesday, November 11,2015 1 ' , _ City of Orono ' �°�� Hardcover Calculation VNorksheet 1-�1 `� Praperty Address: :,��F,. �;�� i..�i� �,t�� Bi�--� Prepared by: ; o� u L�p,��-i� Date: _. t� �i4-1�� StoRnwater QUaiity Overlay District Tier. (Circte one) Tier 1 T�er 2 ier 3 � ier 4 TPer 5 Step 2: PROPOSED HARDCOVER In the foilowing table, identify ali items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include at!existing hardcover items that are intended to remain, as well as all proposed hardcover iiems that witl be acided, Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identif�, any features by tetter which are split at the 75' setback line and catculate hardcover square footage se rate for each rtion. Key to � Surve Hardcover Item (Describe) Length x Wldth ' Total Ettam Ie Ga uare Feet q 24'x 30' 720 S.F. B r li � C J �2o S.F. C 8 '`? - S.F. � �� y S.F. E ►� ��' " ' � �. S.F. F i� 2 q S.F. G " S.F. ' N _ � II 7 S.F. I c•' ,, �,� � � S.F. K - �c , S��''3 S.F. � `� �� S.F. � 1 3 S.F. M S.F. N S.F. - __ ----- p __ ___----- ----- __---- F. _____ --- - -- --- p ----S.F._ Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. � W S.F. X S.F. Y S.F. Z S.F. 1 Toial Pro sed Hardcover S.F, Excludable HaMcover SQs C Code Sec �g_��gq : ^ �� S.F. C� �� S.F. -- -� ,7� S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 1 (3} Net Pro�osed Hardcover Subtract iine 2 from line 1 S.F. --L-___-----__�__.___-_�1_---____--- �- 4 Tota! Lot Area ------------__ S.F. � � S.F. Proposed liardcover Percentage [(3)+(4)l % �3:r3� larNiary 8,1013 PEI�MIT NO. - � � . ISSUED TO: . • . FOR: , . LOCA��D AT: By T'h� Bo�d of M��ers of t�e 1V��1'�l��I�►i�� C�C��I+� ��I��I-�� D�S�'I�ICT 1�32� 11��t�TO1�T�A �I.�D., �1'�T'+C�1�I�A, 11�T ��4� 9�2.4'�l.a� .�. � � • � ; � �I�IIA�I#.t'�: r'*...'� ��f�: � - �:rri� � i F��;l�'�i� ��Pi��l'�I�l�i Dt�T'�: ' POST CONSPICUO�J��.,Y AT PROJ�CT ��TE FOi� PROJL�CT DURATION ', Q� A 1Vi�NI1�UM O� lt� DAYS �� =-- DATE TIM CfTY OF ORONO cnLLED IN — — � INSPECTION NOTICE SCHEDULED �- —/ 3�30 PERMIT NO.� �� COMP ETE ADDRESS OWNER � TELEPHO�IE NO. ��' —�� CONTRACTOR � � DESCRIPTION ��Q �/�� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �D WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z 01MNERICOI�ITRACTOR TO MEET 11�U:_YES_1� y COMMENTS: � �v�'w� 5 - ��t - or�,�� - �,-r Ds k.��! �vt5�.�sr�.;r,. — � � ° 6 � �4l , W � Q � � W � J � �RKSAT�SFACTORY:PROCEED ❑PROJECT COMPLETE w ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑(�RRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑(�RRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WFLL RETIJRN ❑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 owner�contractor on si�e: Inspector: �-' Wh dnspecta's Flle Cenary CopylSite Notfcs (� '� p�� DATE TIME CITY OF ORONO CALLED IN ` INSPECTION N TIC SCHEDULED ,/ _�o • � PERMIT NO. ��Ul� COMPLETED ADDRESS � OWNER TELEPHONE N�-Z � l SL� CONTRACTOR �� D�$CRIPTION lN OOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W a � J O �. � O � , W � Q � 2 � W � a W � RKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � C RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in advance. 9�52 249-46�0 OwnerfContractor on site: '� � �-- Inspector. White Copyllnspector's File � Canary CopylSite Notice � �� e�` - DA TIME � CITY OF ORONO cnLLED IN =_�� INSPECTION� )3 �HEDULED - - • PERMfT NO. � MPLETEO ADDRESS �� OWNER TELEPHONE NO. - `7 � CONTRACTOR � DESCRIPTION ��G"'"- ` W ❑ FOOTING ❑ DEMO-FINAL ❑ TIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �GAdNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET YiOU:_YES_NO h COMMENTS: � � . � �Ok.l�.�«l��d✓rad�'. .as, �n��a►-c� o '�' �r�..:�. �.!� ��C � � ° �� i-�c.�� !l — W QC Qy F� � W � � � � �RKSATISFACTOFII�:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECTUNSAFECONWTIONWRHIN HOURS. p pH�TOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspaction 24 hours in advanoe. (952) 249-4600 OMn�ICorrtractor on site- Inspector: �t' ��„ White CopyAnspecta's FlN Cenary CopyISIM Notke v DATE TIME CITY OF ORONO CALLED IN INSPECTION OTI SCHEDULED PERMIT NO. '"�3� COMPLETE,D� 3 Z`L � : _ ADDRESS �Z,�� G,r.� P v'�eu/ i�a�^�nt/aX OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ' `�� s�{C' � I�� l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTFiACTOR TO MEET YOU:_YES_NO y COMMENTS: a� W a o �%� �m� �. � W �� Q z r�K �l-�o�t � � � �� W � j d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � O CO RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDEH POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlContrac n site: Inspector. , White Copyllnspector's Ffle Canary CopylSfte Notice n � � DA E TIME CITY OF ORONO CALLED IN �I � � INSPECTION NOTICE ' I � SCHEDU�ED � �� PERMIT NO. �� `T� COMPLETED ADDRESS � . � �--�;_�s�V, ��_._�,., �,�1.-�� . OWNER TELEPHONE O. -� - �� -��' CONTRACTOR ►�1 - �-c� �-��-��uL� ��Cc�-S;�--.� �: DESCRIPTION ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y [],FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL � f��ADON SLAB ❑ MECHANICAL RI ❑ SITE WSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a �� UU`l.� d"l /UG,� � _ � � � � �U''�l t�.-s , �aj�De� � ��r��L`✓a�rrl� cz.�t � �`t,�� ' W � � Q 2 �� /�O (d/� W � W � j d CSATISFACTORY:PROCEED �PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. '"�- White Copyflnspector's File Canary CopylSite Notice � C�(�1 � � �-- �E TIM CITY OF ORONO cnLLED IN INSPECTION ICE,/� � SCHEDULED '�� Il�� PERMR N . S�/ COMPLETED ADDRESS OWNER T PHONE NvL��a g -� CONTRACTOR � DESCRIPTION � W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING R ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET 1f�U:_YES_NO L, y COMMENTS: ` % ! � �/�� 3- a� - � � �,�__ o - �i� F�y�� s� l�t.0 /.� 7... raO,t�--- � �� i � •�ec � o ,p - - W _ a� (/ /G4 t�Je ��iS�CJrI�'� /n. � Z��4S3� Q ��i Gd,��srEc t GS �C+'�G 4�S�� ""' T�..�e. .4os�j a.1 �/O.c� .f�o�G! ��= 2 � f.�� - °C ��r��-� '�GD�✓ , � a � O WORK SATISFACTOR�PROCEED ❑ PROJECT COMPLEfE W�-A9RREET WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECTYI�RK,CALL FOR REINSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WFLI REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advanc�. (952) 249-4600 OwnerlContractor on site: Y� .� Inspeotor: �� r-�� White CopyAnspector's Flle Cenary CopylSfte Notks �� , �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED (O PERMIT NO. ��3 S COMPLETED ADDRESS � 2� 1 �'� �_LI I �'�-�7 � IL�� OWNER TELEPHONE NO.� �Z ��fol CONTRACTOR � U 1''f��r1 �l c.zrnG./� � DESCRIPTION �--L-.�S c�t / G�7 % �y� /�'e�.J ty ❑ FOOTING ❑ DEM - ❑ SEPTIC FINAL � ��1'1�� ❑ POURED WALL PLUMBI ❑ EXCAV/GRADING/FILLING H Q ❑ FOUNDATION WATERP PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MEC ICA ❑ SITE INSPECTION Q ❑ FRAMI ❑ ME IH 4L F ❑ RATED WALLS � ❑ I LATION � BURNER/FIREP CE ❑ COMPLAINT Q ❑ INAL WATER HOOK- ❑ FOLLOW-UP i ❑ AS � OOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE S PTIC INSTALL �/��J"''/T'� c-/ � ) Z OWNERfCONTRACTOR TO MEET YOU: YES_NO I � C�'�J�y� � l� y COMMENTS: � � W a � � � J� I i l� ,: �/1� >. �'� � .� � R 0 � v / '� � / W , � _ Q ,. � �" � � 4� '� � � -` '�' � _ � � � t �� J .�,_,. � / � ❑ RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE CI � W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CAII INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho in advance. (g5 �-4600 OwnerlContractor on site: Inspector. ' White Copyflnspector's File Cenary Copy te Notiee � �.. . „ ,..,�...��... _�..,�. Y_� _._. .._ r..� � .,.. ....._ ;..... .... ............ . _..... _ _ .... _ .._...... _.__ _. .. _..._ fi ._.,.. , � � , � � N��TH ARM I�RIVE � _ _ _ _ _ _ _ _ _ _ _ _ _-��.. _ __ _ _ _ _ _. _ _ _ _ . �-�... 7�5.34 N '58'15"E , < ` I ' °°, , .e.. ,:; �,,.�....��,...,..�..��,.��.�..., �.,.,�,..�. a � w" -� — ------ --- � ------ ---- --��-,-. -- ----- ----- -- .` e •—�------------------------ — ,,,,��-�...,v...,y,,,.,n-.�........ `- y �.... �.,.�. �., � , � � � ,,��, �...4 _ ; o � '"�• � . �, � o� x` '� ��''' � � '` 983.5 I Ul • O ".�,� � x�`�„�• ` . 0 1 � O „",�.�, `"'�., "^�. I � =,� . � ,-, - — — — — — — '�........�� / — — — — — �— 2s. Io .,.,,�4 `'•.,�� ,.. r .. � :' N _ y„�.:`4��'q A L E C -�.,, � �- � N o ► -- � � �' � � ..,f,,, , ^ . ' 'P 1 � 984.1 X 983.5 I � � �� Garagg 5.50 3 ,'::'��, � •' � ve reen I ' • � `. ��.yi`'w....�.,, �' xx / �— � '��, T=XX ►�� 0 8 .4 986.0 ' ,,,4/// �-' � 1 �B .�. � •! 12"Ever reen Ro ons £ � 80.3 Ent. / �`iii,•.,,:;,�,' �. �_� � 974.� J . .: � ;;.. , il � ' I `�3x3PatioPf Os� N �i 1 §h 1 ��Eve en RI MA SEP .,,,,��..� , �`�,�� , _ �.....�. ,'� �oe�w. 2��ory�0 983 � �. / �..,,�% � �� O ' b 9� �` 9,p W I � � � .00 co + � Exst• Groun 4 p N. �� .;;�� l , , c�--- ` � Ui T.FI /,., �''`�., � i N � N j 07. ---�� I �� `- � O 0 �9.3� '� � / � � .. . � .�� I � � / ` �� , �� 974.8 0 � , � � � �� / �� y � �. •.,....... ... j � � � .,. k £ enotes Foundation Septic Tanks 'i. ',��.�. ' --� —�� t�.,�e Pe er= 199.1 LF �'� � ��-"� ...,��. _ 50� = 9 . "''�.,, Foundation Below 980. / � � � � . m r "�„-.�.,-,�•�,..�.,.,y-...,,„,.�„�� 50% / � � ��. � . � , 4 a �-; Silt Fenw�e..,�. / / �, � � � ;; ��`µ�"��..,.,�,�.,, � �`" /� .�j � \ \ \ ....�� , , �� . � "�.. / ` — — — _ _ _'••..'��. _ � �� OLift Station � f � ? � — — –_ � '^� � � � 8 ` � � � Dirt/Stockpile � � � �`�"=µ=ww=�.� �� ,�� i � !/ �� — — — � � 9 � � � O = 28"Bir�h � � — � 956.p --______ -�`�"" -'� r-�,�\ � � �, �� ' ---'--------- -_______ � ��`�` i ---_ � ��\ � � - - --------- _ � \ �"°� � � : _:��,..�.;��... _ : _ . -- '`',� \�� r ----� JOB N0. NHI15004.001 LEGAL DESCRIPTION SUR V�'YDRS CERTIFICA T�' 1�Po wa= P��ded bY E�S Lot 1,Block 1,LAKENEW OF ORONO,Ci[y of Orono, HenneDin County,Minnesota,onC reserving easemenls ol record. -_ - _ __.—_— �.�- \ I � j � � � � � � � NORTN ARM DRI�'L+'�� —� �/ �, � , �� \ �� .34 �58•,5•�E � �� __ ------- ------ --- --�------------�------- --->------- ------ ---- --- -- ----- — � � �� --- -------=-<----- ------------------- - �----- -- y ��, - , m w �� -- - - - --- - - _ - � �� VN.S I N I p / _ I � o � �6 � % �� AL E C ' N � 8— � i � g �� , L �� — �o�,. � i ✓ �30'0 �� i w.oa ue`a 1 L.�956.5 � � " -'� N ' \�� \ 'h.0 ' . � 6 � reen •I I 4� � s9 � \ \� \ R �)i&8 i E B � 6 Cau —i5 YEt. '�,G�- �e � -��_�� }�- ,��E�„� Ro � 956,2 �' �M p��, q�.t "� 1 -- 80.J � [ni. � . �(` vie\��ee I y \ t E 5 / \� ��l'�� ,• P�'kta� ._i'YB] 1 / \ Om g�T �� I 1 %� �o�� I$ \- � � � � � q�-- `�� _- T.-"i,- � i � �y ��P o�=°3 � � i �� ' � � . ,4345 ��`\ � ; 9)a. o _— sg.�^,� �� zoroek Ic_ �� ♦ ' _. . (� .R� 556.6 �« ' � / �\___ �1 �V• / i � �¢Hc_ fE5 � � __ _ ia l / � / F`�4524\ �\`\ \' Iw FaunJatbn SeOtic I � GiYna tx93-199.1 Lf / \ / ` � � �( � '�� / Fa�unEation BNa�9l0. � I�� j� V �' _ 95].]\� ' �� SOi / / � ^� vcs �� . b`,ie'oax , � Silt Fence � � o P � / Y5B0 ss�.� �� , � �� y�� C -- ] ` � � � . e'o �� ONS �� "� � '�.`� \ � .. ak � ` � � ERVATION ��siauon I / /N� � \ \.� 60ax \ \ _ �� _ _55] � � � �__ \ � -_ \ \ � __- -- � __ o �� / , � � � '��\ sss.1 -\ `!��_ --�_EASEMEN7 Di�l/Stockpile � I � � � � � �� r � � � � / i \_ ��` , -� � ��_ ` —\�--- _ � �! \ '- �.\ , �2e a� n . . —�\ � ' –_ . ��956 ' �—�_ . f —__� �_` – T \ _______ �\\ �_ ____�____� \ \ _ � ' �;_� \ � ______�__ ��_ \ ��...� \ � /' I/� � � ,\ \ .... ____ -. i� � � . � I – -_"_._ --�� \ .. ,... - _____�__�______ / . ..� .. .� �' ' \ / �' _____ � � \� � V�GNi � �". J _�4._�.._� � -__ �.4\�`�\�\\� L� I . � ////��, / //�. 3'As�� \ ____ M � i � .,r ' .___�-� - - _ \ - ,. ��/ ��.�� . ., '; . � , e �� '� � ffs qs � lY. �yy,'. '_ ."_ � � j . - �j �.a � - � _ �_ - \ ( >. ��.. �� -�� - - - � � � � � � , , � � � � �� " // PREPARED FOR: LOT SQ. FOOTAGE = 152,925 / IMPERVIOUS SQ. FOOTAGE= 5,864 Norton Homes IMPERVIOUS COVERAGE= 3.89 PREPARED B7: . . �a=.n.s':q.n. • • ,s,,.,�. L A N D F O R M o.i...ar-,.czi w.n. n..irxrA • • • • PROPOSED ELEVATIONS: NEOLUMO First Floor Elev. =986.3 BENCHMARK: Top of Foundation =984.6 NO1E: T.F. denotes location to be ��^s'�n�-"^� Spk in Power Pole �22/3 Garage Floor =984.2 used for Foundation As-Built Elev= 969.18 �""b ei��o:��a mr e+ Basement Floor =975.9 30 0 30 60 0� Approa.Sewer Service Elev. = Ver�i(y MrontSETBA�CK REOHouseESide� = 30 b.�~��•sio�.�oi�w..o�a"�'" Proposed Elevotions ` Existing Elevations =000.0 SCALE M FEET Reor = 50 Gara Siae = 50 Drainage Direction -�-- CONSERVATION EASEMENT =� � � � � 9e Q Denotes Offset Stake - � DATE: December 8, 2015 a�,,,,,ui�.xo.��j v � � � D �7 � � I � � I I III � � I � ")�"� � � I � �,�� I i a �� ' � � � � II�i ' � n +II► ; � �II!"'!Ib � � � � � �� -� N � � � � � N � � � i f �pZ � �U � � _ - - -� , i D � I� ZD � � � �Z � � m � / � ' � , � � , � � r � � � � � \ � � � Dprn � � � / \ \ � — � � / m zZ � � � n < � L � � � �� o � 0 � rn �� r �� i � � N� �� i d � � � � � � � z � g � � rn ' �l , , , � � � � \ g � ', J i � � � � � � � � � � � � � , � � . � - I I � � I II � � � � � � � � i o d I � � � � � � � � P � � i � � � � � � z � z � � rn � � � I ' � , , , , , � I , , , \ � l� � � , i 2/S9S ` ` � � ' ' - - _ _ _ _ i i - _ _ _ _ � - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J � ��5 � 83.46 '�/c�, _ _ , V�� ,_. ��; �� L �� r �, � (_', t r1 � p ��, �'.'� ,�� ' " �:: U' :� ;� :ri Q c � � '0 �. � PREPARED FOR: _Ij I �1. � � � �� I �7. � � � � � �- 2 � L- � tC � \/ I � l��l � L.- \/ D Oi� OI�IO l_�.ND�C�.P� CONC�PT 201� 2�„��D . • , • . • • � • , emo To: Finance Department Frorr�: Christine Mattson, Planning Assistant//�" ` l CC: Street File Date: April 27, 2017 GIL: 101-22205 Re: Escrow Refund Building Permit#2015-01345 pertaining to 425 Lakeview Parfcway is complete. Please refund $10,000 to the builder, Norton Homes. Mail to: Norton Homes 18215 45"'Avenue N, Suite D Plymouth, MN 55446 w:�.street filesUakeview parlcway�425�escrow reiund 2015-01345.doac . • , • . • • 1 • , emo To: Finance Department From: Christine Mattson, Planning Assistarrt r J CC: Street File l Date: September 7, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit #2015-01345 pertaining to 425 Lakeview Parkway paid a full Temporary Cert�cate of Occupancy escrow. Please refund the original $2,500 escrow submitted to the applicant, Norton Homes. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Norton Homes 18215 45"'Avenue N, Suite D Plymouth, MN 55446 w:l,street filesUakeview pa►icway�425�scrow refund form 2015-01345.doac . . BUILDING PERMIT ESCROW AGRE�MENT Orono Building Permit# �D/S' �3�s AGREEMENT made this ��day of , 20 LS, by and befinreen the CITY OF ORONO, a Minnesota municipal corporation ("City") and r1Dt' n l=�n�"r1G5 ("Owners"). Recitals 1. A building permit application has been filed for �� L�ke v�'c�- /�k v�',�located at d��n-4 the ("Subject Property"), legally described as �-c�,� � �3�o�x 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 cau ed by the work (including planning, engineering, or legal consultant review) associated with building permit # v D/S-b/3�S 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 sha�l 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 OWNER: By: 1, /�� `T�5 /�/�o n-- . �ts: f'`L�/'l r�eY Internal:lJse�nly: G tbrigina1#o�inance t�eparlment ,G Copy#o Str�t`File Packet Last Updated: August 2015 Page 23 .. _ � , .. _ , ; ,,. . . . ,.. , _: , .` _, � . , . $. ..,. , ;� � � .. � �NS��,�: rt� w � � • , 1 i � 'k - '+,.: . '��t'�952j9��Q - S8 .�2 ; 3.. . }. f F .�� . �V� � r Z � 7 t _ _�� •' � . . . - . �, . . �,�� .�0 ; . . ,�,, „�`n "-.S t � � � � � � ��. �Wb v� � ,`fNi'�#�lyl�tdl'@�i v� I�t$ t Jti � .r a ci�: g � } - � � � - _ � r � u'r Ot� . , � .� �+ , r � .j, x z j a`�; .s 1' ^ ��- V _ . . �.�y i, . . ' . - .; h ` . . .. . , . . . : : a . . ,. . .,; . ,. ^' :'.' •''' . . _�. . :. : : . . ?: �'.a � �.. }.- °� _ - � ., . . � .: _.. ., , , , . _ : _ : � .. :... . � .. . ' '.':` ...... . ', '..' . . ' ' . . y ; , ,,. ' . . r..,! . . , ' . . .�'��. ::,x t« � � �. �-.��:� c. .\' . ..: .'�� ' �._. . . ._.. ' �... .. ,�.�'� II�Q 1 ' �OO�� . „ i _. . _ . _._ . ._ i_ . . _ ._.._..------- ...' . City of Orono � 2750 Kelley Parkway Orono MN 55356 952-249-4600 � � Receipt No: 3.014473 Oct 16, 2015 Norton Nomes ' Previous Balance: .00 Permits 2015-01346 425 Lakeview 2.500.00 Pkwy 101-22205 ' Deferred Rev-Developer Deposit Total: 2,500.00 --------------- --------------- Check Check No: 13906 2,500.00 ' Payor: Norton Homes Total Applied: 2,500.00 ---------------- Change Tendered: .00 --------------- --------------- 10/16/2015 03:03PM � � . • � � • CITY OF ORONO ,�c 2 0 1 5 — 0 1 3 4 6 * 2750 KELLEY PARKWAY DATE ISSUED: 10/16/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 425 LAKEVIEW PKWY PIN : T000088 LEGAL DESC : LAKEVIEW OF ORONO : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT#201501345 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 Source Land Development Inc. Payment(s) 18215 45TH AVE N CHECK 13906 2,500.00 STE D PLYMOUTH,MN 55446- (763)551-0100 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. 1'his permit is for only the work described and dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction suthorized 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. T'he applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date � � � ��,;; � fi DATE TIME CITY OF ORONO ,�V� CALLED IN '�''/3 '�i6 INSPECTION N TI O�3 � SCHEDULED 7—/ 'f—/!� -'.30 PERMIT NO. cOMPLETED ADDRESS � OWNER TEL �iONE NO. �� J� �S CONTRACTOR � DESCRIPTION �.��liY/ ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � ❑ 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 k1 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: o� W a � J O � o� 0 � W � Q � 2 � W � J CJ ' W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho rs in advance. 9-46�� -� OwnerfContractor on site: inspector. � White Copyllnspector's File Canary CopylSNe Notice �` � Y DATE TIME CITY OF ORONO CALLED IN INSPECTIO OTICE�'3�5 SCHEDULED � ''� PERMIT NO. COMPLETED ADDRESS �ZS �.-C�-Q-U� f� OWNER TELEPHONE NO.�.�-'�6''�- CONTRACTOA �-6C�1/� I�1fJ�S � DESCRIPTION ��' �'"' ' �� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL Rt ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YiOU:_YES_NO� � �� COMMENTS: .- � , i � 0 � 0 W � Q � � , W � j O W� ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT W'ORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � �(�RRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN INSPECTORNfFLLRETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance 5 =�6QQ OwnerlContractor on site• Inspector: Whits Copyllnapecta'a File Canary CopylSite Notice