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Home My WebLink About2014-01464 - new townhome � � . CITY OF ORONO * 2 0 1 4 - PJ 1 4 6 4 * 2750 KELLEY PARKWAY DATE ISSUED: 02/02/2015 ORONO, MN 55356- (952 249-4600 FAX: 952 249-4616 ADDRESS : 2498 SANDSTONE LA PIN : 33-118-23-11-0022 LEGAL DESC : STONEBAY : LOT 019 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE . �WN HL�� ACTIV[TY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 350,000.00 NOTE: SEPARATE PERMITS REQU[RED:PLUMBING, MECHANICAL,SGPTIC,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, LAWN IRRIGATION,ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUN TjON SURVEY MUST BE SUBMITTED AND APPROVED BY THE C[TY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: �� NOTE: PRIOR TO ISSUANCE OF A C�,j2TIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: �C.✓ NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SUR Y)A TEMPORARY CERTIFICATB OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO RF.:QU[RES A$10,000 ESCROW. INITIAL: ""C_---� APPLICANT PERMIT FEE SCHEDULE 2,684.59 PLAN REVIEW 83.09 WOODDALE BUILDERS INC. STATE SURCHARGE(VALUATION) 175.00 6ll7 BLUE CR DR MINNETONKA,MN 55343- S.A.C. 2,485.00 (952)345-0543 TOTAL 5,427.68 Minnesota State License#: BUIL-BC002926 Payment(s) CHECK 82328 5,427.68 OW1vER Wooddale Builders Inc 6117 BLUE CIRCLE DR SUITE 101 MINNETONKA, MN 55343- 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 Sta[e 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 reques[ed in conformance with the State Building Code.This permit may be revoked at any[ime for due cause. ` _ r . ^ ' �� Z z ,� o� /al /�S Applic�nt Permitee Signatu �ate Issu d y Signature Date CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS � Mailing Address: Permit number: �� "n/ � �y- �O PO Box 66 Crystal Bay, MN 55323-0066 Date received: � Z /z z-�( _�_._, _ • . L-1�� StreetAddress:' ' -�"�- � __ ...._..... y� G��'' 2750 Kelley Park ay �C''�L Zj(�� an review fee: I �l . � � 1 �, Orono, MN 55356 � " '�x�sHo� . �D�S Total Fee: j' �/�—7 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 must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: ��j�j n C_ ^�5.�� ^ � �� Job Site Address: ��J� U `-�'r� �� Will this be a Parade of Homes, Remodelers Showcase Home 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 sufficient on-site parking is available. Non-permitfed events will not be allowed. CONTRACTOR/APPLICANT INFOR ION�. Name: CLI� (,l i l�e.� C� State License# Expiration Date: � c�t�/ Phone: cell a-3i�3 - �i6 office �� - 3 �� MailingAddress: f` E c(L _ �Y.e� � t�,, Cit : � �_ ZIP: �� .,� Contact Person: �� s'c �� e Applicant is: ontractor / Homeowner (CircleOne) Email and/or Fax: — � i.U�r� ct �_ �Li ��.Q. � PROPERTY OWNER INFOR A 10 . � n Name: U-( �G�E�'2S � Phone (day): a-- ��( S— 1�S � _ �`� I(�J r / c..� Address: '� `Q� - � Cit : ��nl��/i�-��C�2ZIP: �� (� Email and/or Fax -f�� c�c� u � �uc l �p,e. . ARCHITECT!ENGINEER INFORMATION: f y� Name: --� �,t.1( �l..t.d�--- Phone (day): �a- -3 �� r ��( � Address: 'u.L; � - .f,% -2i�/'� � Cit : �l �'Vl►� ' IP: ��3�� Email and/or Fax: 1'yl �- oc>cQ � PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Struct re Type 4.Sewage Disposal & Wate Supply New Construction ingle 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.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��D�� STRUCTURE INFORMATION: � 1.Structure Dimensions 1,Structure Dimensions(continued) 2.!Type of Construction � a. Length(ft.)= � Number of bedrooms=�_ I ood/Frame � b.Width(ft.)= �$_ Number of garage stalls: 2, ❑ Masonry Areas in square feet Attached=� ❑i Metal ❑ Pole Bldg. c. Basement= �ss� Detached= ❑ ICF d. 15�Story = l 9D� ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. '/Story = ❑ Other(please specify): g.Total Area= 3 ys � REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos A licable ❑ PeRnit A lication ❑ Pro osed Buildin Plans I ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan ' ❑ Hardcover Calculation s ❑ Se tic S stem Site Evaluation Re ort ' ❑ 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 Depa�trnent; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; . Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that�upon failure to do so, the staff has no altemative but to reject it until it is complete; � • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that_in the event that weather or other conditions prevent the�completion of an as�built survey at�the time the ,�� .,, Certificate of O,ccupancy is requested,,a temporary Certifcate `of Occupancy;may be,issued upon rece�pt of a�1'0,000 escrow to ensure completion of the as-built survey antl all site`imp�ovements: Applicant's Signature: Date: � .S� � Owner's Signature: ` �`/�'lpate: � � � � P�AN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: Z��S S��S'i7�N� !./�"� Permit No.: Z017/ d�`��v'7 �- c �T'�! �S bD pl../J�s`t t�RYE3'y r' '. Description of work: �� /�Z IDw�.J{-�j�.C�, u�t�ate Rec'd: 3 S Septic review by: Date Approved: � Zoning review by: Date Approved: r Z' /L' Building review by: Date Approved: � - o - 1.5 Grading review by: Date Approved: � Z7 /� Zoning District:�P�� Zoning File#: ^ Reso #: "� Reso Date: --- , Zoning: Lot Area: 3 C� D SF/AC Width:� Lot Co erage: A SF �— % Survey Submitted: .�'es 0 No Date of Survey: l 3 Revised date . � Proposed Setbacks: Front (L-a�kej Rear(9treet)- ( N S E �) ( N S E�` W ) Other Buildings Wetland Side Side C� 4 D ��y-; ��, �P y/ o� Defined Height: �� Peak Height: 3S � FFE: O3S,,(� FFE minus 6 feet = OZ?, (Existing Contour) i Perimeter(linear feet) _ �,� 50%_ �7. Sr 33 ' L.F. below grade #of Stories 2' l CpIL PE�_STLYVL-r�{ f U-� 'S�j�►J FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest prcposed The distance between the top of START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the the highest point of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED RO • GABLE OR HIPPED R (no (no windows): Subtr half windows): Subtra alf the distance the distance betw n the r between the est point of the roof highest point he roof to to the lo int of the corresponding the low poi of the SUBTRACTION gabl r hipped roof corresp9rl'ding gable or (BASED ON . ABLE OR HIPPED ROOF(with SUBTRACTION hipped roof ROOF TYPE) windows): Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF between the top of the highest ROOF TYPE) (with windows): Subtract window and the highest point of the half the distance between roof the top of the highest • ALL OTHER ROOF TYPES(flat, j' window and the highest mansard,etc):No subtraction. point of the roof ALL OTHER ROOF TYPES SUBTRACTION Subtract the distance between the / • (flat,mansard,etc):No (BASED ON basemenUcrawl space floor and the subtraction. EXISTING highest existing grade adjacent to the ITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). BASED ON of slab and the highest existing EQUALS Defined building height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building height i Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? � Yes �No Permit Number: js_ �p � O Yes 0 No N/A � Yes �o 0 N/A-see attached Setback: Stormwater Quality Existing Hardcover Proposed Overlay District (%and sf) Hardcover Variance Required CUP Required Tier(circle one %and sf ` I � Yes No � Yes No 1 2 � 5 N P n I � Type(s): Type(s): � v Updated: January 2015 z:\forms\plan review checklist 2015.docx REMARKS (in-house): � Fees to be Char ed YES NO t Permit Plan Review State Surcharge Investigation Fee SAC- Number of SAC Units y Other(specify) � Square Foota e $ per Square Foota e Basement X = $ 15t Floor X = $ 2nd FIOOr X = $ � Garage X = $ 0 Estimated Construction Value: $ ��b,C�Oc�� Orono Inspections Required Work Requiring Separate Permits Required State Permits � Site Plumbing 0 Grading/ Filling � Well 0 Silt Fence/ Erosion Control �' Mechanical 0 Fire J� Electrical � Hardcover Removal 0 Septic �Water Connection � Footing �Fireplace �Sewer Connection Poured Wall � Masonry �Lawn Irrigation ,�Foundation Survey �'Mfg. � Landscaping �Foundation Waterproofing 0 Other(specify) ,�Radon Rock Bed �'' Framing �Insulation �'As-Built Survey Final 0 Other(specify) REMARKS (in-house): V�'T'S SPzNV�q-�-J �C.11� N�� C-�( TZ-�2(�. Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2015 z:\forms\plan review checklist 2015.docx r., -- -- -------- - -- -- , i ',.f f .. j . �� DATA PRIVACY ADVISORY In accordance with Minnesota�State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. - . You are notified that: ' . " 1. � The information you furnish will be used to determine your qualification for the permit or license requested. . � � 2. You may refuse to supply data, but refusa� may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, som� information � may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to � review private data on yourself. 6. Your fuil nam�is required to process this application or permit. � ST��EW 1� Se,Nw��`1' � � s � First Middle Last � , 1R.�:.�.�: �� C� rD �. , Address � M: �, ,��o�. � �,,,,r� s'�'3 y 3 . 9�� -3 ys- -o s'y.� City State Zip Phone � I understand my rights a ove. Signature � Packet Last Updafed• 04/19/2093 . Page 20 of 23 • �, l Mike Gaffron � From: Matt Juvrud [mjuvrud@wooddalebuilders.com] Sent: Tuesday, January 27, 2015 8:07 AM To: Mike Gaffron Subject: RE: 2014-01464 2498 Sandstone Lane &2014-01462 2496 Sandston Lane Attachments: 114026002 Preliminary (8).pdf The retaining walls between each unit were never installed and we don't plan too. We will only use retaining walls where needed. We are planning a retaining wall at 2498 Sandstone Lane but will be under 4'tall. Here is a survey showing top& bottom of retaining wall. Let me know if you would like us to bring in copy's of this survey. Thanks, Matt ,-`-��:�.-- W+Q�DDALE p v a L 4 E H S Matt Juvrud Residential Designer Phone: 95z"345"�543 Direct: 95z"zH3"31o4 Fax: 95z"345"�544 mjuvrud(a�wooddalebuilders.com www.wooddalebuilders.com 6rr7 Blue Circle Drive, Suite ior Minnetonka, MN 55343 MN Lic# BCooz9z6 From: Steve Obermueller Sent: Thursday, January 22, 2015 9:49 AM To: Matt Juvrud Subject: FW: 2014-01464 2498 Sandstone Lane & 2014-01462 2496 Sandston Lane Steve Obermueller Project Manager-VP Wooddale Builders, Inc. Main Office: 952-345-0543 Direct Dial:952-283-3105 From: Mike Gaffron [mailto:MGaffron@ci.orono.mn.us] Sent: Thursday, January 22, 2015 9:17 AM To: Steve Obermueller Subject: FW: 2014-01464 2498 Sandstone Lane &2014-01462 2496 Sandston Lane Steve— See below. We will need an engineered design for the retaining wall adjacent to 2498 that allows for the windows on the lower level. The master development plan (see attachment) indicates retaining walls spanning the entire gap between every pair of units along Sandstone Lane—I don't know whether these walls were ever completely installed (or 1 whether they were/are needed). I will leave it up to you and the Homeowners Association to decide whether they are necessary. Mike Michael P.Gaffron Senior Planner City of Orono (Street Address)2750 Kelley Parkway (Mailing Address) P.O. Box 66,Crystal Bay, MN 55323 Phone:(952)249-4622 Fax: (952)249-4616 From: Adam Edwards Sent: Thursday, January 22, 2015 8:25 AM To: Mike Gaffron Cc: Melanie Curtis; Christine Mattson Subject: 2014-01464 2498 Sandstone Lane & 2014-01462 2496 Sandston Lane Mike, I've completed a grading review of the proposed plans for the permit/ property listed in the subject line and provide the following comments: 2014-01462- Grading plans are approved. 2104-01464- 1.The retaining wall depicted to the west of the building appears to be approx 5.5Ft tall. Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Both-The silt fence and other erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono ' (952) 249-4661 aedwards@ci.orono.mn.us z Mike Gaffron From: Mike Gaffron Sent: Thursday, January 22, 2015 9:17 AM To: 'steveo@wooddalebuilders.com' Subject: FW: 2014-01464 2498 Sandstone Lane &2014-01462 2496 Sandston Lane Attachments: Sandstone Lane Master Landscape Plan.pdf Steve— See below. We will need an engineered design for the retaining wall adjacent to 2498 that allows for the windows on the lower level. The master development plan (see attachment) indicates retaining walls spanning the entire gap between every pair of units along Sandstone Lane—I don't know whether these walls were ever completely installed (or whether they were/are needed). I will leave it up to you and the Homeowners Association to decide whether they are necessary. Mike Michael P.Gaffron Senior Planner City of Orono (Street Address)2750 Kelley Parkway (Mailing Address) P.O. Box 66,Crystal Bay, MN 55323 Phone:(952)249-4622 Fax: (952)249-4616 From: Adam Edwards Sent: Thursday, January 22, 2015 8:25 AM To: Mike Gaffron Cc: Melanie Curtis; Christine Mattson Subject: 2014-01464 2498 Sandstone Lane & 2014-01462 2496 Sandston Lane Mike, I've completed a grading review of the proposed plans for the permit/property listed in the subject line and provide the following comments: 2014-01462-Grading plans are approved. 2104-01464- 1.The retaining wall depicted to the west of the building appears to be approx 5.SFt tall. Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Both-The silt fence and other erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. Adam i Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952)249-4661 aedwards@ci.orono.mn.us z �LANDSCME NOTES �pRELIN[NARY PLANT SCNEDULE . ... .. .. U _. . , .. _.. _ - _—. ___ __ ` �'. .-- : � � _ .' , f _ "'e -..- .__- ' a w. . ..1Su`o.w'.a+w __.__ , . � �:. . ... __. _ __ _. .._.. __ —__... E�� i ( or o o�r�Q "�"`I '�"�� DAHLSIAOM DEYFlOPM p. . �.�., .,~ � . ,. � �C�.. � .,R.,.�. �"o ,..a. � ,., ,_,kw,..��, I � Po.�o . �. �»�. . �...��a n��,....,,.,.�� .,,e.,�.�„ . ,. ....�,. .a,. ,. 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O �. � ......,.�. ��, I.o. •,�..,:. �� ..,.«.� �� <�• �• � ,�� .� v �� COuSrnuCi�OM oOtUMeHfS ••�j �; coxvew�s s�muee ` ... . .. p � -'� � �.� o - . ,�,� � ,. pp ,.,«�.� JUNE28.2000 _x p \ o �� ,- - �. � � v�rnuu � �--- �., .s s - �� ..x,,.F..� ieorn, ..� - � STONEBAY \ � . �� —_�___ '� �w.s a..n.e� ''—'—`--'— �� ORONO.MINNE:SOTA � �� • � WLL99L4MDGROIMDLtlY�i9 . _ _ ._ __. _. ____ s v �� ( � � * � �... �n .w,v. � �.v � � � /� ` si.rf� �cvm�m �� •(••� wV•••' �n _PERENHIALlI.AM IIST— I ��`1 � •• \ �� " V CiRCLE � ,�.., �., LANDFORM r �. . . �vxoc.ix '� � �� — ' , � , ....�. ��.� .s, . r.a� . -- ��_�� w�� SNOTFS• - �ummmc�c ii °� � n �__SANDSTONE LANE/SANDST "o`M°'""°"""`.".""�""�a""." �" ��ID37t�°��'�'D�0.E�µ ONE GIRGLE ° '0 80 rL�� 1.6.g SY'ALF. IN FI:CI �� New Construction Energy Code Compliance Certificate � � � Per N 1101.8 Building Certificate.A btulding certificate sl�al]be posted in a permanently visible location inside Date Certificate Posted �� L.'�, the building. The certificate sl�all be completed by the builder and shall list infonnation and values of �� components listed in Table N1101.8. P�qCe �/OUC Mailing Address o([he llwelling or Dwelling Uni[ City logo here 2498 Sandstone Lane Orono Name of Residen[ial ConVactor MY License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No Fan) o � ❑ a �, Active(With fan and monometer or H �' ,_ � i, other system monitoring device) td U � b � QJ C py � y� CL O � U N � ybj � � Q p� m a�i U N '� C iC ., C .n U Insulation Location � � z � � � p H w � � �� o � � � � „ v v o y o p a o o ° on 'op E-� � Z u. a, �:. w � cG cG Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X Inside- 1 1/2"Thermax Perimeter of Slab on Grade X Rim Joist(Foundation) R-10 X Spray Foam Rim Joist(1�`Floor+) X walt R-19 X Ceiling,flat R-44 X Ceiling,vaulted R-44 X Bay Windows or canHlevered areas R-38 X AISo 3/4" Foam below Bonus room over garage X Describe otherinsulated areas Windows&Doors Heating or Cooling Ducfs Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 031 X Not applicable,all ducts located in conditioned space Solaz Heat Gain Coefficient(SHGC): 038 R-value=R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuet TyPe Natural Gas Electric Electric Passi�e Manufacturer Rheem Rheem Rheem Powered Interlocked with exhaust device. Model R92PA0701317MSA $2V5�-2 13AJN30A01 Describe: Input in 70,000 Capacity in So Output in 2.5 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 52,261 Heat 27,877 Location of duct or system: Structure's Calculated G� AFUE or 92 SEER: 13 HSPF% Calculated 27,400 Efficienc cooling load: Cfm's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up fumace): X Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: X Continuous e�austing fan(s)rated capacity in cfms: 130 cfm 2 speed Location of fan(s),describe: Bathroom Cfm's Capacity continuous ventilation rate in cfms: 60 CFM "round duct OR Total ventilation(intermittent+continuous)rate in cfrns: 130 CFM "metal duct Created by BAM version 052009 1211112014 16:37 Riccar Hea#ing �A]�763 754 01�t P.005t006 Page 1 Residential Heat Loss and Heat Galn Calculation 12/71/zQ14 In accordance wi�ACCA Manuai J Report Prepared sy: RlcGar Heating &Air Conditioning For: Waoddale Stonebay Hogan 2488 Sandstone Lane Orono, MN besign Conditlons: MinneapolislSt. Paul Indedr: Outdoor: Summa�temperature: 75 Summer temperature: 88 Wlnfer kemperature: 7o Winter temperature: -15 Relati�e humidity: 55 Summer�rains of moisEure: 98 Dally ternperature rangeiVledium guliding Camponent Senslble l.atent Totai Total ��n Gain Heat G�in Heat Loss (BTUH) (BTUH) (ST'UH) (BTUH) Whale House 3�492 sq.tt z�4,804 3.073 27�877 52,281 Basement 6,587 671 7,258 21,675 Ail Rooms 1,74� sq.ft. 6,687 671 7,258 �... 21,675 - -...�,..._._ � InflftraNan 522 671 M 1 193 � 124 ---�-�---.._......-�-----��---�--...._ ....... . .. . .---��--•--._.._...._._._.._...._..._.. � Floor 1,748 sq.ft. � p ._._.__p..-----��-- g�582 W Wall q�__ 268.4 sq.fk 28'1 0 287 � 1,389 Window . 49.2 sq_ft:.. _. 866~ 0 SBB 1 b10 .. .._..---._.._.... _. .----..._..._ . . ..._.._..,. .....-- --......._... .. Window(2) 26.7 sq.ft 1,671 0 1,671. _ ..---�- 819 Glassdoor 54.7 sq_it. 963 0 9�3 'l,678 --�-._ _. .�... IV Wal! 514.5 sq_R_ _ 512 a ..��,� ._..._._..._. 2,824 . ._�....__.._.._._.....---�-------...---. .. .. . _......_.__ .._..... . .... .. ....._ . . E Wall�elowGr 399_sq.ft. Q 0 0 1458 S Wall BelowGr 171.5 sq.ft. 0 � 0 0 ,743 S Wali� 243.6 s .ft. 243� . _ . . ..p �--�243 �f,242 -�--..............-�----- ........ ...._.___....� . .._.....-----._. . .. . .----_...._... . . .. .. in aw 18.2 sq.fL 557 0 557 558 Window(2) 16.2 sq.ft. � 49B �� 0 496 497 �� Window(3) . . ..18 sq.ft. 480 0 .. 490 481 _.....____...._.. . . . ...._..._._. . . .... .. ........._. ... . . � - �� O°r 18,217 2,402 20,819 30,588 All Rooms 1,746 sq.ft. 18,297 � ..2.402 20,B19 T� 30,586 _.,.,` .. �...._ InflRrallon 975---.. ... . . 9,252 2,228 9 569 .. .----�---._.. .. . ... . . . .. . . . - � . . . . . . People 5 "i,500 __.. 1,750 2,650 .. . . p Miscellaneous � 1,200 0 1,200 0 . .,_ Floor.._._ .._.............. . ..1,746 sq.R. . ... . ....... ..... ._.........�_....._... . � Q 0 . ...... ..... .---.... .... .... ,...... ._.. W Wall _ �54.$ sq�ft, 15�4 0 154 789 Wfndow 1�.5 sq.ft. - ---- 908 0 � 908 � 445 12t11l2014 16:38 Riccar Heating �A�q7637540132 P.0061406 Paga 2 Wooddale St�nebay Hagan 12/1112014 Building Camponent Senaible Latent Total Total Ga(n Gain Heat Galn Heat Loss (BT�IH) (BTUW} (BTUH) (BTUH) Windaw(2) 52.5 sq�ft. 3,286 0 3,286 1,8'!i Window(3) 49.7 Sq.ft- 2,610 0 ��gqn ��2gp .,. .._ _�.. . Window(4) 94.5 sq.R 908 0 g08 445 ------...._-�---.._.....�...__.. . .. . ........__'_.._. ... ...:��--- --- . ... ... ...�.---........ ..._ , Glassdoor 64 sq.ft. 9 i28 0 1 126 1 864� N Wau a�i sq_ft. ... 439 0 a39 2,2a9 x..�._ . _.,. E Wail 243 sq.ft. 242 0 242 1 238 ----�---- .........__._.....-�- -�------ ....,. ......___.__.....--_...__..._.......... --��-�----_.._..__......---•---- ' Window 8 sq.ft. t41 0 941 245 Window(2) . 43 sq.�. 757 — �._ 0 75T 1,319 ------ �.._..u.o..� -- Door �4 sq.ft... ....._....._....__..._235 D 235 �,2Q4 _...------��--�-�--� ---� ....._...._.... . ---�—••--•-----__ .. ... .. Door(Z) 24 sq.ft. 235 0 235 1,20� S Wall 3$7.8 sq.ft. � 386 0 386 ...._ 1,978 -- _ ..... Window 10.9 sq.R. 334 Q 334 384 .....---.____...__. . . ....._.. --�-��---...-�----... ...... .. ... ---...---��-- -� indcw{2).,__ 13.3 sq.fk ao7 0 407 �408 Wfrtdow(3) 29 sq.R _ ' _ 887Y- - - 0 887 ' �.. 890 — _ ...._ .,,_ Ceiling 1,746 sq.it 1 486 0 1,48fi 3 413 -�-�----...---- --..._.._ .... . .... ._ _...._.._,�...---__..._..... ._ . . ._.. .-•--�------.._. _...... � WhQle House 5,492 sq.ft. �a,60$ 3,073 2T,877 52,269 VEu7t r��,,.a�� ,o�x 3 S��a�� 3.tiq'"��1a'� ��a(T!` NVAC-Calc Residential 4.0 by NVAC Computer Systems Ltd. 888 738-1101 t-oae e�ow•uan�r.r.�«d,c a�m�laea.�very aus m xroeu,e�anr,m+wrua�on d�nuw,ca.. 2014 Standardized Concrete Foundation Drawings SCOPE OF WORK: These drawings appiy to the construction of cast-in-place concrete foundation walls for typical residential cases. These 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 other non- structurai.requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2014. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 - Scope, Index, and Certification S2 -General Notes S3 - Step Footing Detail S4- Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi) for#4 and smaller bars Grade 60 (60 ksi) for#5 bars and larger Concrete: Mix design is to be prepared by the concrete supplier to meet the projecYs requirements Minimum 28 day compressive strength of 3000 psi for footings Minimum 28 day compressive strength of 4000 psi for walls Backfill Soil: Sand - 30 psf/ft effective lateral pressure Sandy Clay (SC) -45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification, or report SITE ADDRESS: was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Street: City: �_._��_ State: MN Zlp: Craig Oswell, PE(MN#42341) 9/1/2014 Oswell Engineering and Consulting, L.L.C. 1907 E Hennepin Ave,#201 ,;�,�� _-�.':.�:' :%. Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 .�� Description: Scope of Work, Index, and Certification Phone: 612-720-4639 '"� � Project# 13.100 Fax: 612-886-2966 Client Name: Manor Concrete Construction, Inc. www.oswellec.com �� Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S1 of S6 � �'"�; �' GENERALNOTES: 1. Wall thicknesses noted are nominal unless specifically stated othennrise. 2. Maximum wall to footing centerline 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 48 bar diameters. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided. 6. Allowabie bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise 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. $� Sill plate sections require at least iwo 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 require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed. 11. The presence of form oil on the reinforcing 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. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. COLD WEATHER GUIDELINES: The following information is general 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 piace 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 concrete, 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 take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are 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 free of frost, snow, and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Osweil Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 . �:•�`��:�:. Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 ' �� Description: General Notes Phone: 612-720-4639 - �' Project# 13.100 Fax: 612-886-2966 �. Client Name: Manor Concrete Construction, Inc. www.oswellec.com Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S2 of S6 r' �;�+ . :� 1/1/2014 Adjacent steps are to be placed no closer to either side of the beam section than twice the 6'-0" maximum ste height of the largest step (beam section) Optional control joint each end of beam section by others F ..�- (2) bundled#4 horizontai bars top � � &bottom w/3" min clearance � extended at least 24" minimum IMaximum applied actual� � beyond each end of beam section � foad=4000 plf uniform � �� (bar length =step height+4') � or 12,000 pound � � � concentrated � `V �'""'-- 6"minimum thick cast-in-place ; � concrete foundation wall � � � HIGH FOOTING 1 �------- i i i i i � i � High footing should be placed at i 1-to-1 (45 degree) line, if high LOW FOOTING �/ footing is closer to step than this �� line, place beam section rebar as if it was at this line as shown FOOTING STEP DETAIL Oswell Engineering and Consulting, L.LC. 1901 E Hennepin Ave,#201 ,�i'�: • .';.�".:!. � Projecf Name: 2014 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �►: � Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 "1 , Project# 13.100 Fax: 612-886-2966 Client Name: Manor Concrete Construction, Inc. www.oswellec.com • r4 Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 it �. `�i . 1/1/2014 Wall framing by others Sill plate by others w/1/2" diameter anchor bolts w/7"minimum embed &standard washers @ 72"o.c. max or equivalent metal strap anchors Grade to be at least 6" below top of wall �. ----- (1)#4 continuous horizontal barw/in 18"of top of wall m 6" minimum thick cast-in-place � concrefe wall iD � CV #4 x 2'-0" long centered dowels w/5"minimum embed wet set or Footing elevation may vary below epoxy grouted in place slab, provide frost protection per 6"wall spacinq: Code 36"o.c. max for sand, 30" o.c. 8"thick x 16"wide minimum max for SC, &24" o.c. max for unreinforced concrete strip footing, clay larger footing width may be required 8"+wall spacinq: for specific soil bearing conditions to 48"o.c. max for sand,42"o.c. be determined per Code by others max for SC, &36"o.c. max for clay LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ::q+``✓�� Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �"� Description: Lookout Wall Detail (NOT TO SCALE) Phone: 612-720-4639 '� ` �i t Project# 13.100 Fax: 612-886-2966 4' �a ,� Client Name: Manor Concrete Construction, Inc. www.oswellec.com �'• Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S5 of S6 ��'"'K `'� �� ` i% � �: �s". 1/1/2014 Wood f�oor&wall framing by others Connection of floor members to sili plate to be per Code by others 2x6 minimum sill plate w/1/2"diameter anchor bolts w/7"minimum embed &2" wide x 1/8"thick square or round countersunk washers or alternative anchor � (Anchor bolt clearance between edge of � both wall and sill plate is to be 2.5") (see 1�.,, table below for spacing) • \Grade to be at least 6" below fop of wall IExterior top of wall may have a brick ledge i provided the stem wall formed is at least 6" thick&no more than 16"high � Continuous#4 horizontal bars, provide at � least(2) @ 8'-0"clear, (3) @ 8'-S"clear, & _ (4) @ 9'-8"clear,At contractor's option: `m The lowest wall horizontal bar may be v omitted if(2)#4 continuous horizontal bars are placed in the footing � � Cast-in-place concrete foundation wall w/ I #6 or equivalent vertical bars placed 1.5" '� from inside face, see table below for j spacing � #4 x 2'-0"long dowels @ 72"o.c. max w/ j 5" minimum embed � � I- � j 8" minimum thick unreinforced concrete strip footing, required width to be determined per Code by others, elevation below slab may vary BASEMENT WALL DETAIL Clear Height and 5oil Type Wali 8' or Less 8'-8" 9'-8" Thickness Sand SC Clay Sand SC Clay Sand SC Clay Vertical Rebar Spacing 8" NA NA NA NA NA 40" NA 36" 28" 10" NA NA NA NA NA NA NA NA 36" 12" NA NA NA NA NA NA NA NA NA _ Sili Anchor Spacing Bolts 72" 72" 48„ 72" 60" 36" 72" 36" 24" Osweli Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ° 'ti Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 '' � ,�, Description: Full Heiqht Wall Detail (NOT TO SCALE) Phone: 612-720-4639 �� e Project# 13.100 Fax: 612-886-2966 , « .�,. Client Name: Manor Concrete Construction, Inc. www.oswellec.com � ' . ,� Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S6 of S6 '��`'�`_�;e."�°. '" 1/1/2014 . MINNEHAHA CREEK � WATERSHED DISTRICT QUALITY OF WATER ""'`� QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant Watershed District is named below for use and development of land in the Minnehaha Creek committed to a leadership Watershed District. rote in protecting, Issued to� Stonebrook Development LLC Permit No: 15-001 improving and managing the surface waters and Location: 2496-2498 Sandstone Ln Orono affiliated groundwater Purpose• Erosion Control- Multi-Familv Residential resources within the Date of Issuance: 1/26/2015 Date of Ex iration: 1/26/2016 District,inctuding their By Order of the Board of Managers relationships to the r ecosystems of which ! V �� Tom Dietrich they are an integral par�. District Technician We achieve our mission This permit is not transferable without District approval, and is valid to the date of through regulation, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the capital projects, permit must be received by the District at least 30 days before expiration. education,cooperative The applicant is responsible for compliance with all District Rules and for the endeavors,and other action of their representatives, contractors, and employees. programs based on Stiaulations: Project to be completed as described in plans submitted to the MCWD office on January 13�', 2015 according to the provisions of sound science, this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized informed and engaged . When the site is re-stabilized and the MCWD staff has constituency,and the performed a final inspection, all silt fences must be removed cost effective use of (Statement concerning fees for inspections, violations, etc... on following page) public funds. 153Z0 Minnetonka BouLevard, Minnetonka,MN 55345•Office: (952)471-0590• Fax: (952)471-0682•www.minnehahacreek.org MINNEHAHA CREEK � WATERSHED DISTRICT QUALITY OF WATER `—`�`- QUALITY OF LIFE Inspection/Analvsis/Monitorin� Fees The Minnehaha Creek A site inspection and monitoring by District staff will be performed where the activity involves: Watershed District is committed to a leadership • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if role in protecting, within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland � improving and managing dredging within the beds, banks or shores of any protected water or wetland the surface waters and • a violation • any project which in the judgment of the District staff should be inspected due affiliated groundwater to project location, scope, or construction techniques resources within the Distrid,including their In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected relationships to the by the work, analysis of the work, and any subsequent monitoring of the work, ecosystems of which Which in the case of a violation shall be at least$35. they are an integral part. We achieve our mission Standard Fee Schedule through regulation, District professional staff $ 65.51* capitat projects, District interns $ 40.35* District clerical staff $ 46.69* education,cooperative Consulting Senior Engineer $ contracted rate � endeavors,and other Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate programs based on Application fee $ 10.00 sound science, Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time innovative thinking,an informed and engaged consfituency,and the ` Hourly cost effective use of public funds. 15320 Minnetonka Boulevard,Minnetonka,MN 55345•Office: (952)471-0590•Fax: (952)471-0682 �www minnehahacreek.org � � � �.k ✓ �Q � DATE TIME CITY OF OROt�� CALLED IN , � � . INSPECTION NOTIC SCHEDULED "__t�%�%J�� '" PERMIT NO. �� L/� COMPLEfE ADDRESS L � � C��"�1 C]�;S'�-�7'�-�c L ��_ OWNER TELEPHONE N . '(Z' . �� CONTRACTOR �� -� � �� DESCRIPTION r � �� L� l / ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO�YOU: YES_NO v�i COMMENTS: � W a J , O t; � O - ' � � � � �' r v;, Q � z W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. .'? Call for the next inspection 24 ho in advan �jZ� 249-4600 � � � OwnerlContractor on site: ' ! Inspector. White Copyllnspector's File Cana CopylSite Notice �� - 2�z � DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED / I PERMIT NO. �-�1�� Ol�'�� COMPLETED � � � ADDRESS �`Z �� L t�— OWNER TELEPHO N01�I��– Z2�–�I.� CONTRACTOR/� � � � DESCRIPTION�� ❑ DEMO-FINAL ❑ SEPTIC FINAL URED WALL � PLUMBING RI ❑ EXCAV/GRADING/FILLING `i'`� FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ EP IC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTFiACTOR TO MEET YOU: YES_NO � COMMENTS: a �� l/�� t' � J O � � O � W � Q � 2 W � W � � J d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W{Ll RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in a ance. 52) 249-46�0 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME '� d CITY OF ORONO CALLED IN d/� -�S � INSPECTION N TICE I/J- SCHEDULED -!7.C� �� PERMIT NO. ��" COMPL ED ADDRESS � ��I U l�- OWNER EPHONE O�� a�'��IS CONTRACTOR �� DESCRIPTION �w��" � � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ��f�URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O �❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W � j � (/W! S �1L "— �. � o �„ - , rP�✓ �� .� W .— , ..� Q � ✓c � � /vt�� Co Kcr� ,��-c�� c�J � j GW�ARK�A�JSFJICTORY:PROCEED � PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CA�L INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�0 OwnerlConVactor on site: Inspector. � White Copyllnspector's Ffle Canary CopyfSite Notiee �'� ,� DATE TIM r" ` CITY OF ORONO (� CALLED IN � INSPECTION TI E , SCHEDULED ' PERMIT NO � � �C�y� COMPLETED ADDRESS 7 �� - �, �1��'f�.�1�' / {�— OWNER TELEP ONE NO. /� Z-� O ""� G CONTRA�R , � ? �ry�Ct � � " �,,� CL ' �: DESCRIP�ION -�?� ��'�� t-� �' 41 ❑ 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 ❑ PROGRESS � U INSULATION ❑ WOOD BUFNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOFi TO MEEf YOU:_YES_NO � COMMENTS: � G�4�� -j '��'�l� � W a j �l'�w�,wc �od �G�t� ��i 6l ' o - � � G��yc - D/� ° - N'1 -L. - �ioa�� s��.�P ��'o�.��s �'�� W � � !��✓ s �-�'�'t-'.�l,��ir� �/�r� Q 2 �,lc✓��o+�tr LJ4<<5 /��i�cC� 14�bY �CC � � - � .c. - s�4�s�v �,6, �.�5 �o� a � ..�� W � O rl. H'1•G- � � W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COVERING pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEF POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for t "nspection 24 hours in advance. (952� 249-4600 Owne ontractor on sit • ��"' Insp � White Copy/lnspector's File Canary CopylSfte Notice �� CALLEDIN �� ^' � CITY OF ORON r -C��— INSPECTIONyQ�[I�E �SCHEDULED Z �S PERMIT NO.�``^'`�" d� �� COMPLEf D ADDRESS 2�� l� �� OWNER TELEPHONE NO. ��' 7`G."` �� CONTRACTOR ��l C.�9�v' � DESCRIPTION ��`'� � ` ��`� p�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI � LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOQK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI O SEPTIC FINAL � FOUNDA710N/REMOVAL 2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO v�i COMMENTS: � i �6trt�!'6t �d�� .t� ��!/drGO�rl� � Q� � Q,B�Gf� 5i�_,//1 S��` — ��i,l�/4�'a..�lrlt,�J � 7,� y � "' Q/s.r`�. �i%I '� � .0/'D V/�G /^(�C�� 0�� . ° dr�, � �rlac�c- � i�c �dc r _roL ,orsv� � � � Q !��L��'t/..e� 2 � � � d , � ' � a�? e%ro / o� Ss�� -,F�:.. ��.� � � ` - � Pro d�o�. �a� .� ..`. �i--,v�� . W ❑WORKSATISF CTORY:PROCEED ❑PROJECT COMPLEfE � T WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0'Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANEN7 ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call torthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: ` White Copyllnspector's File Canary CopylSfte Notice C/� ��ATE TIME � ��CITY OF ORONO f� CALLED IN INSPECTION SCHEDULED �.�I� iQ/I6� L D _____y l ' �ERMIT NO. (�1 C�M� ETE ADDRESS �� OWNER TELEPHONE N . ��1� � ��'9 CONTRACTOR � DESCRIPTION ��'�c��-!l ��.�.s lN ❑ 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 FINA� ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ IC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�ES_NO /1 � COMMENTS: a ��tr-�t t,J u, �f �'d v L.�. ' ��G(ho�r� .G— j o . S .•r;n� �r Cc'�'Drove �as�s•�, ` � � ° — �lra��s6-aia,,:� � �l e drov«�0� <�`��e��,.�f W Q �- f'U/� O�G.�.c�l ` � W � � .-�� c�a n�tn u� W � � W ' ,�lGRK�ATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � O CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Cail fort ' spection 24 hours in advance. (952� 249-46�0 Ownerl ntractor on site: �l. Inspector. � White Copyllnspector's File Canary CopylSfte Notice �� ✓ ATE TIME CITY OF ORONO CALLED IN - � INSPECTION NOTIC ,/',/ SCHEDULED -- - PERMIT NOcz?�/�-Q�7�" COMPL ED ADDRESS a �� A�� OWNER TELEP NO. - � CONTRACTOR � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL SE TIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING v3�OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIfiEPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: �e�� tt�✓d.�cb�'w:� —O�f' , a " `(/G,l�C Daf �s/o r.0 c�i�.pQ i�.Sal,c�,b.� D�al�i►�n � �' G �C��✓io r �rsi..%�- �� 4��r c�� ¢ �6r« � �I r� v tt�� - 0/�C 7.� ./�c.� ,�' !� O � � W n - n � � / r0✓itli /OG<< /N d�/'"�!lG�r.��v Q ZV �QiO�c.�r�C��LQ �✓o5iaw Cc�tLLr6 ( W4 ,��t✓ �7 ac�a i-� �(� •i�- - j (Jra v cb� ,..vO.t�s�.�, 5c�.v�s. .o.�e�r r /�t�n....1s W ❑WOHKSATISFACTOR�F.PROCEED ❑ PROJECTCOMPLEfE � ❑CARRECT WORK d�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwneHContractor on site: Inspector:( /I��' White Copyllnspectw's File Canary CopylSMe Notice I / � �1e,`��_�—+'� DAT TIME CITY OF ORONO CALLED IN 3^��J� INSPECTION N TICE SCHEDULED �/ —/5 1�— PERMIT NO. � PLETED ADDRESS OWNER TEL G��E NO � '7 - CONTRACTOR ' � DESCRIPTION t1� ❑ FOOTING ❑ DE FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PL ING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIFEPLACE ❑ COMPLAINT e ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET Y�U:_YES_NO � COMMENTS: � ��.�y �v� �'' - �G. � o � �4s�.r ..�c - �� fL r c��S"��C � "' ✓�/�GCGYdGG I�G✓ �G�3�S/L ' � ' .D�'O!/!�G dI/'�c��arw7 G� �` 3�/4r i.s� 1f� W � '� � ��, Q �rl�/!•ti �~ �� 9/4�'! �i��iC �G(I��S' � W � �� '�_ ��f�i�+t�r ai, � J W �ATISFACTOHY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V B�FORECdVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ~ t Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: �/� � White Copyllnspector's File Canary CopylSke Notiee !C � �/�� DATE TIME V � CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED PERMIT NO.� "' COMPLETED ADDRESS l—�� >� ��Q �zg OWNER TELEPHONE N . �' �� CONTRACTOR L � DESCRIPTION � ti ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4! ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�n COMMENTS: � a " oZ' �,�Gr�S ��-1�a�Qi � v�to�i f— J D O f�(r 4� -ti4 n� Lv�4� � � ° - �4 s��,«.�.� - b� W � Q � 2 W � W � J GW '�7]'WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �❑CORRECT WORK&PROCEED ❑ ISSUE CERT�FICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDIT�ON WITHIN HOURS. p pHOTO TAKEN INSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. �1ti--� White Copy/lnspector's File Canary CopylSite Notice ' � DATE TIME � CITY OF ORONO CALLED IN INSPECTION I�OTICE /', ,� SCHEDULED PERMITNO. �U14'��`�'� COMPLEfED S' ("' IS ADDRESS Z�I�C �a�'dJI�Y�- C,R YCL�.. OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ��4��C�`� � '�f I�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTiC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO c�.� COMMENTS: r �� :. a �� j o � r �y1_ (3V1 �. � 0 W 2 Q � 2 W � W � � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS_ p pHOTO TAKEN INSPECTOR W{LL REfURN ❑STOP ORDEfl POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: � � / Inspector. �1 �'�I�`�Y��1 �•�'�' White Copyllnspector's Ffle Canary CopylSite Notice ��-- ��e � . / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE scHE�u�Eo � �C^��j PERMIT NO. � �'� y `�� COMPLETED ADDRESS � �-- � � - > � /�� `Yl4 � � OWNER TELEPHONE NO. CONTRACTOR � �-��'��-��---� � DESCRIPTION ��-'C,%!��N �-� /l�i-� C�;� �� W OTING ❑ 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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ S TIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS:�P`?� ^� �r _�� '�t � , �'.L t�� a t�1., � -f=�� C-f� - � J O � ��,o,��, c��,�� a �� s 6� o Q� S � _ W � � /�'C�✓/� S��GJ OY( .7��ie� Q � Z W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTOTAKEN 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. (g52) 249-4600 OwnerlContractor on site: Inspector. ��--�� White Copyflnspector's File Canary CopylSite Notice � �� DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIC / �,+� SCHEDULED PERMIT NO. � ` `� COMPLEfED ADDRESS a `� "/ � �--��/� �� OWNER TELEPHONE NO. � ' ' � CONTRACTOR �C1� ._{_ J � DESCRIPTION � 1 �� 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ PTIC I L ? OWNERICONTRACTOR TO MEET 11i0U: YES c��, COMMENTS: � � o �l' /�s.t�s�o.-� �w�lrt.� ). �-. .SGdp � • ^ � n, GPr�r�-�.�✓ �... �O W � Q � � W 0� J d W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advanoe. (952) 249-4600 OMn�eHContractor on site: Inspector: ` White CopyAnspecto�'s File Canary CopylSita Notiee �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC (�SCHEDULED � �- ..(;• PERMIT NO.�� r connP�Freo ADDRESS �.� `!` �1 � �'��,7�/�Y�� C�} OWNER TELEPHONE NO. CONTRACTOR ��'s�--��? � DESCRIPTION ' ' �� >'� �� '�-�� 4� ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z�BON 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 ❑ TIC INSTALL � OWNERfCONTFiACTOR T EET YES_NO v�i COMMENTS: `�%Z S C c� !'� a `=�; �' ��_n r�r f'�� i� , � � 0 � � �/ao� ,s �o��-�� — � �� is � 7�trl�s�e.0 W � Q � 2 W � W � J d W� LdWORKSATiSFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN �NSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �r---� White Copyllnspector's File Canary CopylSite Notice �� C�� D TE TIME � CITY OF ORONO CALLED IN INSPECTION N TICE, SCHEDULED � PERMIT NO. � ' - �� COMPLETED ADDRESS � �� !�''�Sft'n� � � OWNER TELEPHONE NO. �o�� z 7� �� CONTRACTOR �'L> ��-��f�s � DESCRIPTION '" �� / �r C� - ll� ❑ 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 � INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE 5EPTIC IN LL 2 OWNER/CONTRACTOR TO MEET YOU: YES y COMMENTS: W a ��f'(x�6�JC G�e��rTc�e� �+�e� O � S�� L� �zfss✓�N ,.o�rc �tr��s �' `3 Pir�v�p.� �.4✓m��:G c'� /ti/- �.� /`.�.� s� � L /�� .s P4 �. �j nC I'�L`e �.S �- r'4e�6/L i � � �/�vlO e .ri$ -��s-C� $4�v�� z ��t D� t.�,er� �i�P�wS O�' W ' � � � Ga r re.�� .E- cac� �r i`<<s��:�. � W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CARRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ,C�BPECTION REQUIRED.CALL TO ARRANGE ACCESS. v Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �/ r--� � White Copyllnspector's File Canary CopylSite Notice � �— �F,, D TE `TIME CITY OF ORONO CALLED IN --�� INSPECTION NOTIC '` SCHEDULED �`f-�( J: � PERMIT NO. ' d "�'��`�� co�ED ADDRESS a � Ua-�G'��C S l L�-t..�_ -- OWNER � TELE NO.��Z' � � l0� CONTRACTOR � � `P��1/ � � , . � DESCRIPTION ��'C lL ❑ FOOTING ❑ DEMO-FINAL ❑ PTIC 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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ 2 v ❑ DEMO-SITE ❑ SEPTIC INSTALL A Ej�v1Y-` OWNERlCONTRACTOR TO MEET YOU:_YES_NO �1� �"' . � O ,.`_�d ,�G,.I y COMMENTS: o� W � a � , O �. a� O W � Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (952) 49-460� OwnerlContractor on site: Inspector: White Copyflnspector's File Canary CopylSite Notice �� , ,��- � ,�-�� DATE TIM CITY OF ORONO cnLLED IN /�'1-/� INSPECTION N TIC �/SCHEDULEf� �_�=��S PERMR NO. a �"" C MPLET ADDRESS � OWNER T HONE N(��7�� CONTRACTOR � � DESCRIPTION � � ty ❑ FOOTING ❑ DEMO-F ❑ SEPTIC FINAL Q ❑ POURE ALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FO DATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ DON 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 _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEiUCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: W -� Q � j O � O W � Q � � 2 � W aC j O W K SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK��R REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS_ p pHpTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advsnce. (9 2 24 - OMrnerlContractor on site: Inspector. WMte CapyAnap�cMrs Fib Canary CopylSMs NoUce � O �� ! � CITYOFORONO CALLEDIN J� DA�^ ,! TIM .(> INSPECTION NOTIC �HEDULED � f�� PERMIT NO. �� cOMP ETED ADDRESS a�-9 � Gi��e OWNER ,� HONE NO.� � �d��a� CONTRACTO `c�� DESCRIPTION ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RAD N SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ AMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � j 0 � 0 W � Q � W W aC � d W WORKSATISFACTOFIY:PROCEED O PROJECT COMPLETE � ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. p pHpTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. Call for the next inspeCtion 24 hou �n advaru�e. 5 49-4600 OwnerlContreator on site: Inspector: WMts CaPYAnapecMrs Flle Canary CoPYlSfta Nodos �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � �h �14' PERMIT NO. Zl�l�f' —C�I�1�4" connP�Ere� ADDRESS Z-�� .11�1 I�'I�� -Ll�� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �'�� « �l �d�V{'.�� l �. �'�l� ►�� l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W � 0 //'�C f�? ' �! f'� J(�C ' f/'!�'1%i�L � �'�� / �(Q� a � ��ls 7� /'yt � O � W � Q � 2 W � W � J O W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECTVYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP OHOER POSTED.CALL INSPECTOR �CiTATION ISSUED ❑INSPECTION REQUIRED_CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon on site: Inspector. White Copyllnapector's File Canary CopylSfte Notice Z�fa S s�� s -� ` ��'Z ` ot 19 20, Block 1 , STONEBAY ��-�� `��-� according t corded plat thereof Hennepin County, Minnesota ., y�,,, ,i:h�av+ _ ;��;i�� Address: 2496 & 2498 Sandstone Lane, Orono, Minnesota House Model: Elevation: \ �_1_�, ,.,._ i_��,` Buyer: Preliminary �` �• �� . �. '� � \ \ \ . �� ,��., '� Edge of wetland ,�,., o�.a., '�, per plat� ,or.o � ,oz,..� x?aa� � / X�T�i�••:: •�.\ \� / / ti4\ . / iom.: / � iazi.o. •\. / e/ � iou.o� •� \ �/ Scale: 1"=20' �/}�� _fj_��// �� \/�� `.�. '� _, /�v�J` J �� / / �•I ��p •�xy •\ � Benchmark: �y �`�° �� I 3�' .••`,� • '\ a \ top nut hydrant „ � ag`o.;�. 0��` �. . � elevation = �� t8 I �•;� � �` �� i " .� •R • °rch o • � � `� N \ y \ ` ^ �� \ �i� � / /��::� O � �� m. 'T !�+ . I�i � , •;`� p�/ O, `T33 V.oO •� � • � • . . t �., � l ° e�� . . i � :. , � i • X .47 , o o �s 3 � „ � , .�� 3 .\ /�__\� �� iwi.o .O { O �'�� ,` _�\ e1 . � �i � �'� V � � �� "?r / � . ims. ` � \ �\ . . . � / � •` 1 Q. �2 6 � •• \ jhia\r-..a � �� .. � ',aw., �,a.a 'z�i fti '� i°r ' - . � � o ry��` �,�i� �� 2G.D X�{ 2 l9 M � \ X om.� 8�� o yo Sed ,,�� .�� .` �� . . ,o� :��1 '� � F vs ^� ry S :y.� /.. . . .. . . . . . . . iaan.e .e � •\ \ � �� . � .j. . .�. . . . . . . . . toza.e. � � ��. '\ \ �. . . .�. . . . . . . . . . � ��/ ,. . . . . . . �. '�� /^�✓ ' 38� ��``�,`, \ �� , \ ^ i\ X,�_ � 19 �, �3 h � � , . \`. `� /. . : . . : : i ,h v� o "'� 'zs, ; •� � ��y.,�:o . . . . . . . �,� 0,��' �o o"eck \�•'�� \ \, �� ,on.r . . . h• p��' �` o'V O '�2,� h� � �\ � '• 5 .�, /^ o. X ,o�.:.". . . . . . . . . . . . . .; �j ti /y.� S) � p pr �,,, •\ �� X,ozo.s . �iozaa `� . \ �/1/ /� C{� �/ •:\ �\ c��' X ioxnz 2 �6```�y� O o -� � /� ppt� ^' �� —� ,�, . . . . . . . 0 3° ',��- pr D�� C� � x ioase �. . . .�. . . . . `oQ,� �' .. � � �,d �" ` \ •� �J` .��. . . .�• � ` � �S � �' � \ \ ,��. . . . . . . .. ��°� 0 h� N� �,..t'�2A 9'� �Se e�' � ,-,_,�� '\ ,�s. . . . . ;�� '39, ^� N� \`�'pr�2 e�' / � �� /�� I� O \-. . -\ � \ ��2? •�,` 92 �� e � ° � ; �3�� 2 0 � ` s�,� , . ,�,:, � � 38 DO �),y � 23�� \y_ , � _ � \/ [ II �,/'� � 1E \•• \•\ �C� �ion.n t ` . \ - \ •� ��f-+�o � / 7� � [,, � �G �\ '� / y : � ^�'`,' ,\v ��J� 10I.1.3 \ � �\ \0� /��,� P ,,�� ,o . � „� p ? oi� �- - J 1p24'��' �-�'� � F •\ «i . . . 7 00� �, �`',, �O +h�� 'p '� , o . . • ,� � . 4 �o' /i � , 2� �. '69 ry �� 2 '��.,�`�t � ory�0' ,��u� , 0 30� -� � ,., ^ •: , , � �, Q o , ` . ., . . � �ti �� `o` o�^'�� `�� li ` �s � ' — ��. �� ' � /� �.�.�. �. l-- �.,.�--�aro., �� % a� , , __� _� � ��r� ' �'�� '.�• � �.��..c. `�' �- \ ��,�� ' i �-_�7fi ��j -� Gi Cy� ,�.;.s � 2 , � . ' 2�,� �— --�� F ��' 6 30o I � .�/, � ,�,�o,�. ,�?03�, � �� '�- __ . �o. �,�e3 0,.,c I :��(% ./ X 000.00 Denotes existing elevation `' � ` 1`10"e ( 000.00 ) Denotes proposed elevation •�.� � l ��' �� \ � -____� � � Denotes drainage flow direction 10'°-�• \ x„`�� I �i.- �1"��wa� � Denotes spike �••�,•'�•• / �`+- � ay Denotes proposed rock construction entrance 1�_�\ /�,�; 1'`� •�. imi.o / iozc.i• �iwiw � � � •••••••• Denotes erosion control �� w�s iaiai. . . . . . . . iw�.i � / •T ,m,.s�,`1 Lowest allowable floor elevation : �p22.p `;,�:o � ima.z . . . . . . . . . � . ` iwi.z J�C+usi.� �imna. . . .�:�..y�. . . . . . . . .� �.�.�.�.�.�.�.�.�.�.�.�. ./ House elevations �Proposed� / As—built `; . . . . . . . . . . i Lowest Floor Elevation :(1023.0� � � / \ ` , _ � City of Orono ' ' Top Of Foundation Elev. : 1�31•7 � `°'0.• ' ' � ( ) / '°� ;�;:o ,� :(i o3i.o) / Planning&Zoning Plan FiQview ,�°� X w,., Garage Slab Elev. � Door ».� Site Pian Review Date: � � ' v ~ \ x,�� APPROVED Sl jZ3 P�J�} � u�IQh�pIN x,�� Construction Notes: [1 APPROVED WITH F;EVISIUN (s86�tOtes) � ,�, 1. Instali rock construction entrance. [�,�, DENIED '°"° 2. Install silt fence as needed for erosion contro. Lot area #19 = 3040 SF Lot area #20 = 3040 SF 3. Sidewalks shall drain away from house a mini��. of 1. se area = 2261 SF House area = 2334 SF 4. Contractor must verify driveway design. Porch area = 240 SF Porch area = 254 SF 5. Contractor must verify service elevation prior to construction. Sidewalk area = 4 SF Sidewalk area = 4 SF 6. Add or remove foundation ledge as required. Driveway area = 250 SF Driveway area = 243 SF � S� s��" z Total Impervious Area = 2755 SF Total Impervious Area = 2835 SF General Notes: Impervious Coverage = 90.6% Impervious Coverage = 93.3% 1. Grading plan by Landform last dated 4/17/07 was used to �; �Q��/4-/N�N�j �,IQ�„_�.. determine proposed elevations shown herein. 2. This survey does not purport to show improvements or We hereby certify to Wooddale Builders that this survey, plan or encroachments, except as shown, as surveyed by me or under my report was prepared by me or under my direct supervision and direct supervision. that I am a duly licensed Land Surveyor under the laws of the 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for State of Minnesota, dated 12/15/14. approved construction plans. Signed: P'oneer Engineering, P.A. 4. No specific soils investigation has been performed on this lot by the � surveyor. The suitability of soils to support the specific house proposed � is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email—phawkinson�pioneereng.com K��„��,s: ,,12_16_14�,°„°,;°°rycc��;��° Certificate of Survey for: P�� 2)1-8-15 Moclity Housc to Pit Lut �� 3') I-I3-14 Rcvisc Dcck/Porch Wooddale Builders CNIL I:NGI:�'GERS LAND PLANNERS LAND SURVLYORS I.ANDSCAPF:ARCIi1TECTS Ph. :(651)681-1914 6109 Blue Circle Dr#2000 242�.Enterprise Drive Fax:(651)681-9488 Projccttt: 114026002 Minnetonka,MN 55343 Mendota Heights,MN 55120 www.pioneere�g.com Foldcr 1t: 7648 Drawn by: MN Phone:(952)345-0543/Fax:(952)345-0544 n �(11"�PinnPar Fnainarrina �� (�� / �� R'� — I � �-I98 � sv � �� Lot 19- 0, Block 1 , STONEBAY 5�� F � according to the re ded plat thereof Hennepin County, Minnesota Address. 6 & 2498 Sandstone Lane, Orono, Minnesota House Model: Elevation: Buyer: Preliminary \ �� .. . x,o�..'� � � � X,m � ��, o.o �� ,�.� �'� \ Edge of wetland ,os�o � �C �•� per plat� �oz��./3C�X oX+�� / X �aiV �� I � ioza•� •.��`., �\ � / � Lz •, � X�ms.e � / '�s �o ian.o.J(rozo.a •\ / / • X �� \ �/ Scale: 1' =20' �J�� / ,�.o°S6 '•• '.;��o�. � � Benchmark: ��° ��/ X•"° 2°3J • •� .\ Top Nut Hydrant i��=,.z' ,o�, x'°r.° ��"'� `� \ Elevation = i� t8 �'•'� \ \� ,�,-, / ' � . � �r�h ,,� ,o:o.a � \� \ i� � / .[,,X�oxa.e � T 0' 73 •�R O X i c.e I�i �� .�r p�( �. 33 rozo.e• v •� �/ :/y� ,o::.. _.� . /� eCk o •• O \ � / . J,o:..� �QO O `� X \ \ ix�x :� e.-IS 33 � ,�a, �\ ,'�---� � � x,�...- X p L�02�f ': � \ �`� \\ /,on.a �� 0 x _. - �"_ � ,m,.r�,• _ �cs1 •x;e�, \ 9.c z.v , \ . . . .... . , z X � j�,o�.� � :�°,.. Q , ; 2.6) ' \� �,.� z � ,o�o., ��,o.,o.o��/ .�e.Cb � pr _-__-.� ,_...... �� /o�J� � \•\ � ,�o x�� • � � _ - op ;, � �� +�� o:o.s : ♦ N ,-- yo ose _,- ,,�^� ' z,.� �� •� ('��, ,a � ,, �. �ozce . � -"�� • �S d_ X _ -V X 'm�o.t�,�tm� . F e ,�.. �h� ,or.a S6 A. �W= ��29.7 iozue � � �� e�'�/ " � � / O ��'°n°\ +oza.e. bw=(1025.8) �� . y�,�.. X,�o � _ + 2`3�,•',, �� •� � , � ,.. 3 \ tOti.6 '" � � ,\V 1D21.1 V�O O��`-` \\ \\ \ . _,... ,` \ • , X,�_ � . __ � 9 h"� o '`�3a o h � ° •�. ,' � ` ,�X• � o �6� , •� � \�,o��.o �o, �,� �S)�6�,o�xo - �� co. - �o�, �eck � � ,/�`' ,�. po �, o`V O ('02 0 ,'r�y'"? '. �o�ozc.� �• �soo�h �, /�ry�, � �4 S� °��por o-j••�� '� X iozs.z X�oac.s / �,''+oxo.e � mao �lJ--.� � C � �/ � -- � h r'6, �.: �v y� x� �5'� � ^ _ 6 0o p �,� � .x ro:o s Xo , - . . . , , o -/. AX.�oas��- p}�. �� \ ,oxse , Q 3 O � _--� '' _.. " Cp �' X�diid � �i X ioze.a . �O�2 ^. / - . , � ^. �j'.�ezzb r�,0 � X iozdc �' e ok,op.,�"��o� ryc� _ - `x;��. v1_ . 9,h'o�s seo, 1 p�0 \ � ,o�. • _ . _- ,o�,, � • �- ` - ,ozn: ; �� 639 �� -��' G, .- �-'. Fe Ie - \'` <"�, • ' e pr � ,.- -!�v 0 :�o < , i p X,0 9 . 9e . ;� 'G . . � ds i S i - . X,�. x,a:.o _-- • x,z�., \'� O , i 620 - o - _ _ - ,o�� x ,o � . �3 - `� 2� � '� ,�ozo.,X O 2 �,. .� �, � ,�,� - � _ , _ - _-_ :--" � . . , s� ._ - - '�. � � , ,0=�.6 �� 8� �F .3�0 ,o�.,n � � _ ..- x,� �6,3 '�x';�ao ' � `•� 9�'.� � '��- --_ - • . i > 0 , ,ots. i x,�.s ti •S�4 20 x��a_- �,�C/ ,�, ,�,� `�, G� '\ , « iaw.. � p � -_ /4� . � �ou:\ ` � •� . pr�h ,�_... p ..� � :� � . '� \ 4 � O °o �r`�x-- - c� � � :��/ \`\ �� \ ,�.a '69 ,ob,�j �• .2� , ,. �o o� O' ��s.3 F` ,_ � `� q� • o o� -� , ,.>�,�., �/ Q o � . __ - .., x X,�;� i ^ , . (�� (�� , S�wI \�� • Q�� O�'��OQ ^1�-�- '-X iwaa ..-.�`: ��V /X iozs.e �f� �\\ O ._.-='" :. �' \�. ,o�a. ,ob. � °'� �� c _.-- � � , , � T/1 '. O�-n X iaw.a �, ' / 0 L,� - - _ rozs.a F � � 9� , � � .� `� . . , • ,� . . i . • �ob, ' • i �� o , � � . ,�., ,,,,, • : • �wre.� ��/F •. �S 23 _-. X,��s ; �� z / 6'20? ��O X,�,., � �� Denotes proposed retoining woll ,�'�❑� 10J0' V J� • // designed and built by others. �• �p �ows � >> X,on.a . � X 000.00 Denotes existing elevation � .� �8 0 X'�F �XX',�, �+o".° ( 000.00 ) Denotes proposed elevation �w •�•� � X�9rsow.> /� �� ` "�/� aS. X � L I Denotes drainage flow direction Sy M y '�'0;�, � Denotes spike �`@A �V / ��\\ � Denotes proposed rock construction entrance A ••• // ,�•,Re •iwvo ��`'aw.o � �asi:d�ronw � •••••••• Denotes erosion control O�Ap9 `� ,• � \m,a 1 �oa�.� / O o� wOar ° � "�0p \,a�,.� � Lowest allowable floor elevation : 1Q22,Q 9oy Fo e' �'z ••��p.o �1031z ��'''� �°w'� / �,o�,, r °° x,�. x,w,., , House elevations �Proposed) / As-built rh/ ' � � i i Lowest Floor Elevation :(1023.0� � /�+�� '� � i Top Of Foundation Elev. �(1a31•7) / 1�f �°' � oi :(1031.0) / ,°�°° Garage Slab Elev. C� Door �� 0.S �o s '°"� � X,�., ~ X,�0.5 X,�a x,o,00 Construction Notes: ,o,,, 1. Install rock construction entrance. ,�do 2. Install silt fence os needed for erosion control. Lot area #19 = 3040 SF Lot area #20 = 3040 SF 3. Sidewalks shall drain away from house a minimum of 1.0%. House area = 2261 SF House area = 2334 SF 4. Contractor must verify driveway design. Porch area = 240 SF Porch area = 254 SF 5. Contractor must verify service elevation prior to construction. Sidewalk area = 4 SF Sidewalk area = 4 SF 6. Add or remove foundation ledge as required. Driveway area = 250 SF Driveway area = 243 SF RECEIy�� Total Impervious Area = 2755 SF Total Impervious Area = 2835 SF General Notes: Impervious Coverage = 90.6% Impervious Coverage = 93.3� 1. Grading plan by Landform last dated 4/17/07 was used to �/�N � I ��p� determine proposed elevations shown herein. 2. This survey does not purport to show improvements or 'TM We hereby certify to Wooddale Builders that this survey, plan or encroachments, except as shown, as surveyed by me or under m�++ �� Q��,�� report was prepared by me or under my direct supervision and direct supervision. that I am a duly licensed Land Surveyor under the laws of the 3. Proposed building dimensions shown are for horizontal location of State of Minnesota, dated 12/15�14. structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: P�oneer E�ring, P.A. 4. No specific soils investigation has been performed on this lot by the � surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson�pioneereng.com Rcvisions: PI�NEER I)1'-16-14 Prcliminary ccrlific:�tc � . . ��1-8_1�M��s��F�� Certi icate of Survey for: ��.y.�� i'I I-13-14RcviscDeck/Porch � (� 4.)01-26-I S Add retammg u°all gradcc Wooddale Builders CIVILGtiGINHF.RS LANDPLANNERS I.ANUSCRV[.YORS LAVDSCAPEARCHITECTS Ph.:(651)681-1914 6109 Blue Circic Dr#2000 2432 Enterprise Drive � Fa.x:(651)681-948R project#: 114026002 Minnetonka,MN 55343 Mcndota Heiehts.Mti 551�0 w�v«,.pionccrcng.com Foldcr#: 7648 Drawn by: MN Yhonc:(952)345-0543/Fax:(952)3�5-OS�d �2013 Pioneer En�ineering _ ' � . • : • • � • , emo To: Finance Department Fr�m: Christine Mattson, Planning Assistant � CC: Street File Date: August 3, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit#201401464 pertaining to 2498 Sandstone Lane is complete. Please refund $2,500 to the applicant,Wooddale Builders. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Wooddale Builders 6117 Blue Circle Drive Minnetonka, MN 55343 w:�.street files�sandstone lane�2498�escrow refund 2014-01464.donc . ✓ , ' BUILDING PERMIT ESCROW AGREEMENT Orono Building Permrt#2014-01462&#2074-01464 AGREEMENT made this ��day of ��b�� , 20 �5, by and between the CITY OF ORONO, a Minnesota municipal corporation (°Cit�') and Wooddale Builders, Inc. ("Owners"). Recitals 1. A building permit application has been filed for a new two-unit finrinhome located at 2496 & 2498 Sandstone Lane ("Subject Property°), legally described as Lots 20 and 19 respectively, Block 1, Stonebay. 2. Owners request the City to review this application. 3. The City will commence its r-eview 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, enqfneerin_a, 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 reimtiursement to the City for al! 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 infrastru�ture that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit � 2014-01462 and 2014-01464 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 tum 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. ln 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 retumed 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 retum the funds. Owner may also request the rele�se 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 equally to the subject properties pursuant to Minn. Stat. §§415.01 and 366.012. C1TY: CITY OF ORONO By' �H'""'" - ��Qi��' �.- � �ts: n,8' �� d / ,_ . n " . m .�,��'�� : , :fd¢ "`��. �1�7� ' '".�o. r4o - z WOODDALE BUILDERS, �Nc. � 82348 , � 2-04-1� 20150204 Escrow - 2496-2498 5000 . 00 5000 . 00 City of Orono 2-04-15 82348 5000 . 00 5000 . 00 - �� 82348 �$►��,� 6117 Slve Ctrcle Drive,S�ite 101 ED�d PRAIRIE,trw 553aa �1�TOODDALE ��r�ta,�,M{J 55343 ��1e � a � � t b E N S �gr�2�345-fl5#3-{952)345-0544 pay' �*******'�******'��`******'�***************�ive thousand dollars and no cents DATE CHECfC NO. AMOUNT . Februar� 4, 2015 82348 $******5, 000. 00 PAY romE City of Orono or�R PO Box 65 oF Crystal Bay, MN 55323-00€6 VbID AFfER f20 DAYS � � � � O N OI-'O(�D N Or0(�D� p � O�..n. � r�+��'p C7(D .-r �,-+O� �y.�N Z tD O �i O CJ�r► � n� om�c� n> m i �ci�am i �ina< n m �o�c fn r--.O�G fD�C �N tD 1 �•�N fD I � ��0� •• �N Or+ZN Or+O d -p � d� �N a� �y� m `� (�D-�i� O d � •� � � � � � W O Zfp� N tD fD� < N < �G O O (�D n�. N f�D O�0 t�D � f=') �- W C�T'I�O � � d A C � � f�D O (.W71� � � � tD Cn fD !n fn N �g v' � a a a a � � m v� m rn � � -� ,�+ � .+ w 0 m m m m n i � 3 11 1 11 I N O . I 11 I f- � II 1 11 I � h T � ' It I � CJ7 11 CJ1 I N N Q N I I- 1 � OJ A II • j � O II O I O O � 1 II O I O O 11 O i � O O � � il � i � O II O I p It 1 CJ1 O A � ��: MINNEHAHA CREEK � � WATERSHED DISTRICT � QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, zh��,rehaha cre�k maps, and all other supparting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant Watershed Qistrict is named below for use and development of land in the Minnehaha Creek eommitted to a leadership Watershed District. rote in pr�tecting, improving and managing Issued to: Stonebrook Development LLC Permit No: 15-001 the surfaie waters and Location: 2496-2498 Sandstone Ln. Orono affiliated groundwater Purpose: Erosion Control- Multi-Family Residential resources within the Date of Issuance: 1/26/2015 Date of Ex iration: 1/26l2016 District,inctuding their By Order of the Board of Managers relationships to the -- ecosystems of which � — s �� -� Tom Dietrich they are an integrat par�. District Technician We achieve our missian This permit is not transferable without District approval, and is valid to the date of through regulatian, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the capital projects, permit must be received by the District at least 30 days before expiration. educatiofl,caaperative The applicant is responsible for compliance with all District Rules and for the endeavors,�nd��,er action of their representatives, contractors, and employees. programs based on Stipulations: Project to be completed as described in plans submitted to the MCWD office on January 13ih, 2015 according to the provisions of sound science, this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized infarmeii and engaged . When the site is re-stabilized and the MCWD staff has constituency,and the performed a final inspection, all silt fences must be removed cost efFec�ive use of (Statement concerning fees for inspections, violations, etc... on following page) pubtic funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 • Office: (952)471-0590• Fax: (952)471-0682 •www.minnehahacreek.org