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Home My WebLink About2014-01462 - new structure '. CITY OF ORONO * 2 0 1 4 - 0 1 4 6 2 * 2750 KELLEY PARKWAY DATE ISSUED: 02/02/2015 ORONO, MN 55356- (952 249-4600 FAX: 952 249-4616 ADDRESS : 2496 SANDSTONE LA PIN : 33-118-23-11-0023 LEGAL DESC : STONEBAY : LOT 020 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : S 'TDwN i-I OV►nC ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 350,000.00 NOTE: SEPARATE PERM[TS REQUIRED: PLUMBING, MECHANICAL, SEPT[C,FIREPLACF„WATER CONNECTION,SEWER CONNECTION,LAWN [RRIGATION, ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUBMIT"I'ED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: �� NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBM[TTED AND APPROVED BY STAFF. INITIAL: `Pt/ NOTE: IN'I'HE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A'CCO REQUIRES A$10,000 ESCROW. INITIAL: _�� APPLICANT PERMIT FEE SCHEDULE 2,684.59 PLAN REVIEW 83.09 WOODDALE BUILDERS INC. STATE SURCHARGE(VALUATION) 175.00 6117 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 OWNER Wooddale Builders Inc. 6117 BLUE CREEK DR SUITE 101 MINNETONKA, MN 55343- AGREEMENT AND SWORN STATEMENT The work for which[his permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of wo�k 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. 'I'he applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permi[may be revoked at any time for due cause. - Z '2 /� �/� ��J� Applic nt Permitee Signat Date Issue y Signature Date CITY OF ORONO �y BUILDING PERMIT APPLICATION �� FOR NEW STRUCTURES OR ADDITIONS O Mailrng Address: Permit number. �C'��l �� ^ L PO Box 66 � �� Crystal Bay, MN 55323-0066 Date received: Z �LZ StreetAddress:' -- Received by: � L--� y � 2750 Kelley Park ay � v U � � �d � f tP� Plan review fee: `�{ �,G Orono, MN 55358 � L;__�.� _ '9�ESH�R � � oa . -7 � Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �,} L / . �' � This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Ple e print) GENERAL INFORMATION: � • _ B " � � � Job Site Address: �G�%t 5�� tt1v� �� WII this be a Parade of Homes, Remodelers Showcase Home or other Display H me? [�"Yes ❑ No If yes,a special event permit is required with Police Department and Ciry Council approval 60 days prior to the event. Shuttle bus service will be reguired unless applrcant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP�-IC "�T'"' ��p A TI � Name: ��C'9c�Gl 1'� i��C��- � �:.-- State License# (� Expiration Date: ! Phone: cell -3 � office S -� �- 5 Mailing Address: ► � �� i V-L u ��1 Cit : �n. C�ZIP: � Contact Person: —f c , ' Appl'ycant is: ontractor Homeowner (Circle One) Emailand/orFax: -- a u� Idfe � PROPERTY OWNER INFOR 10 : � Name: �c�c cl � ��lt � Q,.S � c Phone (day): S� " 5— U� -� .� 1 U� Address: ( — � �� I V� Cit : YY�,�,� �,�. ZIP: �� Email and/or Fax ....�� , li �U�X�c a � ARCHITECT/ENGINE INFORMATION: p Name: �I�Q-�-I--,.� l�li�(��U�.. Phone (day): ' - 5� C% `-1 Address: (I-7 ' c,�� c.t�� ✓� Cit : � ZIP: S� 3�f� Email and/or Fax: ' LUUc�� a � Ic e , � PROJECT INFORMATION: Description of project: 1.Ty e of Project 2. Proposed Use 3.Structure Type 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 wwvd.minnehahacreek.or Estimated Construction Valuation (excluding land) � ,3-5 Q� � � • STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction ' 3a. Length(ft.)= � Number of bedrooms= �/ood/Frame �y � b.Width (ft.)= _ �A Number of garage stalls: Z ❑ Masonry Areas in sauare feet Attached=� ❑ Metal ❑ Pole Bldg. c. Basement= �5 S � Detached = ❑ ICF d. 1S�Story = �J 9 D 6 ❑ On-site Prefab e.2rd Story= ❑ Off-site Prefab f. '/z Story = ❑ Other(please specify): g. Total Area= 3 Y S 7• REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclose A licable ❑ Permit A lication ❑ Pro osed Buildin Plans ❑ 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 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 $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signatur . -- Date: �� / • Owner's Signature: ` 1'�fl�`1� � Date: � � `� `� PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDIT�ONS Address: �� G �O �A--Nt'�57v+�� •4�� Permit No.: 2p1�- ��6 Z- �or20 Description of work: N�fi�J 1�i4��.}�'�2 �lN� ` (R/6L-�T � Date Rec'd: R� l� l4+ S '�iC�u ir / l3/< Septic review by: � Date Approved: � � Zoning review by: Date Approved: /� Building review by: Date Approved: !�3 U � ?A� � Grading review by: Date Approved: ��.�,J 1� Zoning District: ��u� Zoning File#: -� Reso#: '— Reso Date: r Zoning: Lot Area: ��0 y0 �F AC Width:� Lot Coverage: N SF -- °/o Survey Submitted: �'es � No Date of Survey: �� Revised date('?U: (�� -/�' Proposed Setbacks: Front(��icej Rear(� ( N S E OW ) ( N S UW ) Other Buildings Wetland Side Side � � � � �r:� 0 � 1�� 3 � n 3$" � , Defined Height: 2 � � Peak Height: 3� FFE: D33. FFE minus 6 feet= l027, � (Existing Contour) i Perimeter(linear feet) _�g� 50% _ �d �2` L.F. below grade #of Stories � �o t� �� s�u��f PwA S� " FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed The distance between the top of START WITH floor(of the basement or crawl space)and START WITH stab and the highest point of the the highest point of the roof. — " If you have a... 'PPED ROOF • GABLE OR HIPPED RO (no SubZ+'act half windows): Subtract f the distance �t�en the between the hig t point of the roof , - � � f4he roof to � to the low p ' of the corresponding � . SUBTRACTION gable or ped roof `\ \'`' the s: � 1� ��,� �- �able or , (BASED ON • G E OR HIPPED ROOF(wiih � �' ` ROOF TYPE) indows): Subtract half the distance 1 \ �� 'PED ROOF between the top of the highest Subtract window and the highest point of the +between : roof �`�` �hest f � • ALL OTHER ROOF TYPES(flat, -- � � �� +'• highest mansard,etc):No subtraction. �. � � �F TYPES S TRACTION Subtract the distance between the � �):No BASED CN basemerUcrawl space floor and the EXISTING highest existiny grade adjecent to the j „ �I ` en the top GRADES) foundation OR 10 feet(whichever is less). -- i � u� �xistin g EQUALS Defined building height undation. � �J t � !:� ��' Shoreland District MCWD Permit �siuff � Yes � No Permit Number: ��_p�( � Yes 0 No N/A O Yes No 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 � 0 Yes o 0 Yes No 1 2 y� / 5 N� /1 I Type(s): Type(s): /v� � v ! Updated: January 2015 z:\forms\plan review checklist 2015.docx r � REMARKS (in-house): Fees to be Charged YES NO Permit !/ _ Plan Review (/ State Surcharge �/ Investigation Fee SAC— Number of SAC Units 1, �/ Other(specify) Square Foota e $ per Square Foota e Basement X = $ 15�Floor X = $ ry 2nd Flool' X = $ Garage X = $ Estimated Construction Value: �__ �SC��DDO ¢ Orono InspecYions Required Work Requiring Separate Permits Required State Permits I 0 Site �" Plumbing � Grading/ Filling ❑ Well 0 Silt Fence/ Erosion Control � Mechanical � Fire Electrical � Hardcover Removal 0 Septic ,B' Water Connection �' Footing ,0 Fireplace ,0� Sewer Connection �' Poured Wall � Masonry �'Lawn Irrigation �' Foundation Survey �' Mfg. � Landscaping ' � p Foundation Waterproofing 0 Other(specify) � Radon Rock Bed �` Framing fa Insulation �' As-Built Survey �Final 0 Other(specify) REMARKS (in-house):�Vld,�� 51,r'�� P�t p ./�((�. � G�-1 P�'��,1�' Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES � NO New: 0 YES � NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2015 z:\forms\plan review checklist 2015.docx ;:� ---- � . - —- — ----- _ DATA PRIVACY ADVISORY In accordance with Minnesota�State Statute 13.04 Rights of 5ubjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: ' 1. � The information you furnish will be used to determine your qualification for the permit or . license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information � may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. ST��.�EW 1� s c.Nw;�T t� � s First Middle Last � � / ��}- ��.r V� �� i Ad-'d sE--�;° M� �f V ir'��- 1 O w �� s, 3 7 � • 9.S � 3 7 S �Q�7 V� City State Zip Phone I understand my rights as ove. _--- - _ ; Signature Packet Lasf Updated.� 04/19/2093 Page 20 of 23 a ,1� - ; 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 perm�application, correspondence, plans, The Minr�ehaha Creek maps, and all other supporting data submitted by the appUcant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant watershed�istrict is named below for use and development of land in the Minnehaha Creek committed to a leadership Watel'shed 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 resouaes within the Date of Issuance: 1/26/2015 Date of Ex iration: 1/26/2016 District,induding their By Order of the Board of Managers relationships to the � ecosystems of which , � � �� Tom Dietrich they are an integral part. 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. eduw�on,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 Stipulations: 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 permlt. 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 performed a final inspection, all silt fences must be removed constituency,and the cost effective use of (Statement conceming fees for inspections, violations, etc... on following page) pubtic funds. 15320 Minneb�nla Boulevard,Minnetonka,MN 55345•Offioe:(952)471-0590�Fax:(952)471-0682•www minnehahacreek.org V , � 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 District,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 reladonships 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 capital 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 constituency,and the * HOUt'ly cost efFective use of public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345•Office: (952)471-0590• Fax: (952)471-0682 �www.minnehahacreek.org New Construction Energy Code Compliance Certificate Per N1101.8 Building Cectificate.A building certificate shall be posted in a pennanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list infoanation and values of components listed in Table N1101.8. P�aC@' yOUY Mailing Address of the Dwelling or Dwelling Unit � City logo here 2496 Sandstone Lane Orono Name of Resideetial Contractor MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) ' o u� � � �, Active(With fan and monometer or � >. other system monitorrng device) � � � � � ya�. o � U a� p abi 7 � Q' f�7 f]] a�i U y v q � O .i�" vi O N A � V Insulation Location � .° z � � � p � w y �a o m � � � � v v :° � ❑ � � q H � z w w w w � w w Other Please Describe Here Below Entire Slab X Foundation walt R-10 X Inside-1 1/2"Thermax Perimeter of Slab on Grade X Rim Joist(Foundation) R-10 X Spray Foam Rim Joist(1s°Floor+) X wau R-19 X Ceiling,flat R-44 X Ceiling,vaulted R-44 X Bay Windows or canfilevered areas R-38 X Also 3/4"Foam below Bonus room over garage X Describe other insulated areas Windows&Doors Heating or Cooling Ducts Oufside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Ccefficient(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 Fuel Type Natural Gas Electric Electric Passive Manufacturer Rheem Rheem Rheem Powered Interlocked with exhaust device. Model R92PA0701317MSA 82V50-2 13AJN30A01 Describe: Input in 70,000 Capacity in so Output in 2,5 Other,describe: R$ting or Size BTUS: Gallons: Tons: Heat Loss: 54,117 Heat 26,855 Location of duct or system: Structure's Calculated �: AFUE or 92 SEER: 13 HSPF% Catculated 27,400 Efficienc cooling load: Cfrn'S "round duct OR Mechanical Ventilation Sysfem "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 Se[ect Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfrns: Low: High: Location of duct or system: X Continuous exhausting fan(s)tated capacity in cfms: 130 cfrn 2 speed Location of fan(s),describe: Bathroom Cfin's CapaciTy continuous ventilation rate in cfms: 61 CFM "round duct OR Total ventilation(intertnittent+continuous)rate in cfms: 132 CFM "metal duct Created by BAM version 052009 12!11 t2014 16:36 Riccar Heating ��}363 754 0132 P.002�006 Psge 1 R�s[dential Heat Loss and Heat Oaic�Calaulation 12/11/20�14 in acxardanCe wittl ACCA Manual J Report Prepar�d�y: Riccar Heating &Air Condi�lotting For: Wooddaie Stanebay Hogan � 2496 Sandatone Lane Qrono, MN Design Conditlans: Mlnneapalis/St Paul Indoor: Outdoor: Summertemper�ture; 75 Summertemperature: 88 Wintertamperature: 70 Wintertemperature: -45 Reladve humidity: 55 Summer grains of moisture: 98 Daily temper�tu�e ra�ge�lledium B�,ilding Campan�nt Senslble �atent Yotal Totai Gain Galn Hest Qaln Heat Lass (BTUH) (BTUH) (BTI,IH) (BTUH) Who1e Hause 3,640 sq.ft. 23,685 3,1T0 26,855 g4,797 Basement 8,273 739 8,952 23,141 All Raoms 1,800 sq.ft. 6,a13 739 8,982 23,141 .___ Infiltradon 575 739 9,314 5,643 --�---._._. ....... ...--� --.._._.. ._._.._..----......._..-�-�--�---.... ............_._...._. . . .. ... ......-�- �-�---.._... -._. Floor _ 1,8Q� sq.ft. 0 --.--• 0 0 _ 3,B72 w waii� zsa.4 sq.�. .-- ,..�._ za7 a 267 T,�9 Window----. .. 49.z s�.�. ss� a �e �,s�o . . .. ....._...__......_..__..._...... . ..... ..... .. .. . . ... ...._...__...__.. Windaw(2) 2C.7 sq,ft. 1,871 ^ 0 1,fi71 819 Glassdoor 54.7 sq.ft. � 863 0 983 1,678 W . .. S Wall 556.5 sq.ft. 554 0 554 2 83B --•-•-----.. . ....... . . . .., . ..._ ,.,.. ,....----...._._.... . ... _.._. .. .. . ...-�--•---�--.. E Walf BelowGr 399 �q.ft. 0 _ _ 0 0 1,458 N Wall BelqwGr 185.5 sq.ft. 0 0 0 �$Q4 N Wall 314 sq.ft: 313 0 313 �W 1,60i ,.. ._.._.._._.. . . . .... _...._.------.. . ......... _........... ..._...._... Windaw 20_5 sq.fk . 381 0 361 628 Window(2) 20.5 sq.R 361T�� _- - 4 361 629 Windaw{3) TB sq.ft Z82 0 282 Qg1 ... ._....-�-- - � .._........ ..... ..._._. First FEoor . . . . 17,472 T�.. 2,431 18,9Q3 30,976 All Rooms 1,800 sq.R. . _ 97,472 2,431 19,903 30,976 Infiltration 998 1,281 2,279 9,785 ..._....._.... . ..._. . ....._. ...._ ,...-- -.... . ..... . .. -� ---......_.... Peopie �� 5 .. . 1,�00 T..�__ �,�sa 2,s5o 0 Mi�llaneous _� , __ 1,200 Q 1,200 Q Flaor 1,800 sq.R 0 p fl p .. :...-�----....----..... .... ....... ....__.. . . ........... ... .. ...,... ... .. W Wall 154.8 sq.ft. 154 Q 154 789 Window 14.8 ft. 9Q8 0 908 445 -----� . .... sq' 12�11 t2014 16:37 Riccar Heating �A�163 754 0132 P.003I006 Page 2 Wooddale S#onebay Hogan 12/11/2014 Bullding Component Sansible l.atent Total Tata! Galn Galn Hest Galn H�at Loss (BTUH� (B'I'UH} (BTUH) (BTUH) Window(2) _T �2.5 sq.ft 3,286 0 3,2$g �,6�� Window(3) 41_7 sq.ft. � . 2,890 -. 0 2,810 1,280 �� .�... 1Nindaw(4) 14.5 sq.ft. � 988 0 908 445 �-�---_...__._......... .................. . ._ .._ .._......_.._...__._.----._.._.__ ... ..... . .. ...__._,. ._... __._.. . Glassdoor _ 64 sq.ft. 1,126 0 9,126 1,964 S Wall 477 sq.ft. ... 475 0 �L75 2,433 .�,- _,_ ._ E Wall __ _ 243 sq.ft_ 242 0 242 1 239 — – � .. .-----._..__...- -----�-----__...__...... . . _ .. ._..---.....------.. .�._.___ Window 8 �.�. 14� 0 149 245 Window(2) 43 sq.ft. �_ 757 0 757 9,319 _ .,_ Door_.__ ... . 24 sq.ft:----------235.--.---- .. 0 235 1,204 . .. .. ._.....---------�---..__..._.. --- 17oor(2) 24 sq.�. 23S 0 2�5 1,204 N W811 435.5 sq.�t._W _ 434 0 434 T�y 2,221 Window. . 28 sq.fti. 493 0 -- 4�3 859 ---....... .. . ....__........_...-�---�--�--� -----.. . . .. ... . .__.._.._.......-�----� ---- Window{2) 'i 3.5 sq.ft. 238 0 238 414 Geiling 1,800 sq.ft. '[,532 0 7,532 3,518 Whple H�use $�600 sq.ft. 23,685 3,170 2B�8S5 54,117 �gNp]'t�-,�'7�I� � �,��.�►��}7`'�31��1a� ��'� � MVAG-Calc Residen�al 4.Q by HVAC Camputer Systems Ltd. 888 736-1�09 �e�e r�taru6om an�imrbt a�N acbwl bads may very d�re m waNner ene mtiNxuan�Iwrys. 2014 Standardized Concrete Foundation Drawinqs SCOPE OF WORK: These drawings apply 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- structural,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: ��`a�— State: MN Zlp: Craig Oswell, PE(MN#42341) 1/1/2014 Oswell Engineering and Consulting, L.L.C. 1901 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 GENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 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. Allowable 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. 8. Sill plate sections 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 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 place 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. Oswell 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 r ' ., .� � Client Name: Manor Concrete Construction, Inc. www.oswellec.com ,�- Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S2 of S6 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 (2) bundled#4 horizontal bars top & bottom w/3" min clearance extended at least 24" minimum I Maximum applied actual I � beyond each end of beam section iload -4000 plf uniform i -� (bar length =step height+4') or 12,000 pound , � � N � concentrated � 6" minimum thick cast-in-place concrete foundation wall � � HIGH FOOTING I �------ 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.L.C. 1901 E Hennepin Ave,#201 �,<•"� .�:.�' :% Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 4�- Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 {.,- ` Project# 13.100 Fax: 612-886-2966 * �`` ��;� ..� Client Name: Manor Concrete Construction, Inc. www.oswellec.com t� Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 a�` •" `�'• " � 1/1/2014 Wali 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 Optional slab ledge, maximum stem height is 12"w/width to match sill plate Grade to be at least 6" below top of � wa I I �� (1)#4 continuous horizontal bar w/in 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 � 8" minimum thick unreinforced concrete strip footing, required width to be determined per Code by others, provide frost protection per Code WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall &48"for 10"wall Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �' -�;• .% . e a �' Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 •� � _� Description: Frost Wall Detail (NOT TO SCALE) Phone: 612-720-4639 •� '� :�' Project# 13.100 Fax: 612-886-2966 �,�.� t , h. Client Name: Manor Concrete Construction, Inc. www.oswellec.com �' Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S4 of S6 �x'. : `�� ' .�. 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 wa I I (1)#4 continuous horizontal bar w/in 18"of top of wall � 6" minimum thick cast-in-place � concrete wall � � <V #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 �,�'+�-•�=.� :% . Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 =" = « � Description: Lookout Wall Detail (NOT TO SCALE) 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 S5 of S6 �`` •- .c.�., . 1/1/2014 Wood floor&wall framing by others Connection of floor members to sill 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 �table below for spacing) Grade to be at least 6" below top of wail Exterior top of wall may have a brick ledge 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'-8"clear, & _ (4) @ 9'-8"clear, At contractor's option: � 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/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing � _� #4 x 2'-0" long dowels @ 72"o.c. max w/ 5" minimum embed 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 Soil Type Wall 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 Sill Anchor Spacing Bolts 72�� 2�� 48�� 2�� 6�� 36�� 2,� 36�� 24�� Oswell Engineering and Consulting, LL.C. 1901 E Hennepin Ave,#201 ;�+� a�-'.�'"':% .� Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 -� '� ; } �- Description: Full Height Wall Detail (NOT TO SCALE) Phone: 612-720-4639 �t ` Project# 13.100 Fax: 612-886-2966 ': �E, ♦'.'�' '..4. Client Name: Manor Concrete Construction, Inc. www.oswellec.com ''• '„ :�� Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S6 of S6 ,.`'�°�.`` ,�:-J',`:' 1/1/2014 � Mike Gaffron From: Mike Gaffron Sent: Tuesday, January 06, 2015 4:29 PM To: 'steveo@wooddalebuilders.com' Cc: Lyle Oman; Christine Mattson Subject: 2496-2498 Sandstone Lane-Stonebay Steve— I am finding some of the same issues with the proposed plans for these two units as were found on the ones up the street you built last summer Although the survey doesn't show the 35' MCWD wetland buffer boundary, I scaled it off from the plat and concluded that will not be an issue with these units. However, the plans show the total length of the house on Lot 19 (left unit) including the roofed screen porch (but not its overhang) at 84 feet. The lot is only 80' long. Based on this, the proposed screen porch extends 4' past the rear lot line, while the survey indicates only a 2-foot encroachment over the line. The survey and plans don't match. Either way, this magnitude of encroachment is not allowed.The same issue, but to a lesser magnitude, is also apparent in the right hand unit, Lot 20,which on the plans is dimensioned at 82'within an 80' deep lot. The allowed encroachments of commons area do not allow for this magnitude of new construction encroaching into the commons area by design, only in error. The only allowed encroachments by design are: 1) a roof overhang encroachment of 36 inches; 2) a box window encroachment of 18 inches; and 3) a deck overhang encroachment of 30 inches The proposed screen porches are not decks. We have denied covered porch encroachments in the commons area in Stonebay in the past, including the units you built last summer. It would appear the simple solution to this is to reduce the depth of the screen porches so that no portions of their walls extend past the rear lot line. Other solutions would include decreasing the overall length of the units so that there is no overlap of porch structure. The porch roof is allowed to encroach as much as 36' past the rear lot line, but not the porch itself. Please call or email if you have questions. We will need revised sets of plans for each unit and a revised survey in order to continue our review. 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 1 . . Mike Gaffron From: Mike Gaffron Sent: Wednesday, April 16, 2014 9:23 AM To: 'steveo@wooddalebuilders.com' Cc: Melanie Curtis; Lyle Oman; Christine Mattson Subject: FW: 2524/2526 Sandstone Lane Attachments: Survey Excerpt- Plan View of Buffer Encroachment.pdf; Covenant Excerpts re Allowable Encroachment of Commons.pdf; Wetland Buffer Declaration.pdf; Side Elevation Depicting Buffer Encroachment.pdf Steve- We have a small issue with the proposed plans for these two homes. First, the submitted survey correctly notes that the 35' MCWD buffer boundary coincides with the rear lot line of both lots. It then shows that the proposed porch extends over the rear lot line by one foot. A closer look at the building elevation plans indicates that this is a roofed screen porch, with its rear wall extending one foot over the lot line, and its roof extending 2 feet over the line. The allowed encroachments of commons area do not allow for this magnitude of new construction encroaching into the commons area by design, only in error. The only allowed encroachments by design are: 1) a roof overhang encroachment of 36 inches; 2) a box window encroachment of 18 inches; and 3) a deck overhang encroachment of 30 inches The proposed screen porch is not a deck. We have denied covered porch encroachments of the commons area in Stonebay previously. Additionally,the porch and roof encroachments as shown are encroachments into the MCWD buffer. The buffer declaration between MCWD and the Stonebay Association indicate that no structure that would "impede the function of the buffer" is allowed. Our past experience has been that any structure above the defined buffer area is not allowed by MCWD. It would appear the simple solution to this is to reduce the depth of the screen porches so that no portion of their walls or roof extend past the rear lot line. Other solutions would include decreasing the overall length of the house so that there is no overlap of porch or porch roof into the 35' wetland buffer. See the attachments. Please call or email if you have questions. We will need a revised set of plans and a revised survey in order to continue our review. Mike Michael P.Gaffron Assistant City Administrator/Long Term Strategy City of Orono (Street Address)2750 Kelley Parkway (Mailing Address) P.O.Box 66,Crysta) Bay,MN 55323 Phone:(952)249-4600 Fax: (952)249-4616 1 • � , ,' i •compliance with cnvironmental laws, rules, regulations or procedures promulgated by the . Master Board or by any gavernmental authority. Such easement shall include witthout Iimita.tion the right to implement erosion control procedures, thc right to drain and xedirect water, the right to control access and the right to apply authorized ferkilizers and pesticidts, and the right #o caxrect any condition on the Property which violates such govcnamental ' coatrals. The exezciso of these easement rights shall ba in strict campliance with all applicable � � cnvironmental laws and regulations. 5.10 Encroachments, An exclusive easement to maintain, use and enjoy certain � encroachm.ents for the benefit of tb.e encroaching Improvement is hereby granted: a In #he event that a Dwelling or Nonresidential Building or any part ' � therco� or any other Impravement now or hereafter lawfiilly construeted . encroaches upon the Ma on em , e�en or ta minor inaccuracies in survey, construction, � recons�ttction, settlement,movement�r otherwise; � b. For roof overbangs that are part of the origi.nal aonstruetion of �a Dwelling an.d extend not more than thirty-six inches beyond the boundary of the underlying Unzt; � c. For box windows ar cantilevercd�sections #hat are part of the original � •� construction of a Dwelling and e�end not more than ei,ghteen inches�beyond the •' boundary of the uaderlying Unit; and . ..r d. �For cantilevcred deck ovexhangs that are part of the original construction of a Dwellir�g and extend not more than th�irty inches beyond the boundary of . the Underlying Unit Thi,s easement for encraachments sha11 continue for ss long as the encroachm8nt exists (and in the case of a roof ovcrhang, cantiievered deck overhaag, box window or cant;ilevered sections, for one year aftcr the same is destroyed or removed, to allow time for replacement and rebuilding, and if replaced or rebuilt during such yeaz, tbis easement shall continue as if thc destruction or removal had not occurred) and shall not affect the mairketability of tit1e. This • easement £ar encroachments shall also inalude an ea.sement for reasonable access across the � ad}oining Master Common Eiement or Neighborhood Common Element for the maintenance snd r.ebuilding of the encroaching Im,provements. � 5.11 Proiect Si�n Easemen#s, Master Declarant and the Master Association shall each have an exclusive right and easement to erect and maintain monument signs and related Improvements identifying the Property or specific Neighborhoods or features, an and across the Master Common Elements and Neighborhood Common Elements. The areas on which monument signs or related Improvemeuts are located shali be subject to exclusive easements in favor of the Master Association for the continuing use,maintenance, repair and repiacament af - 15 - � � � I ` / ' r � � � � / I � � i � � ` � r , � � , � � - j � � � � � � � „ � '" � ' • I ,` �,. �, � � � �'-� r � � ` f ' •. \ � �'' � ` ;�� \'`', ,� _ 1' `� r ' . l i- \` � STONEBAY SIXTH ADDITION _ � y 'O ;��`�. �C� --�• -\ � �� i ) � �..,�,.�� V i ��--_ n.:o,, —_- !� _ � _ J � �� % / � ' \ / ;��, ` ,� � ' -.,�\ „ �J // ` _ ` J '��` ./. ' � �� ; STONEBAY OF URTH ADDITION • � �1 �^ ` / � �/ r � � / / � / i - �!��'� \ ✓ � �' � I A ) + � C�' � � � �_�� J�J �„o,, � � p .c��' / ,� Qao�, ,� ,�Q,�� > ;`' '�� /;� , 1 ' �'•' � \ , � � � \ ..,.• 1�'� � / � � ��' / I •' �� ,1 ( / N �u� d1�` / � 1 r��< �' ^ � � 1 �� \ , '� � !-,,'J J � 1� { �` , � � , J� - / - - ' + �\ ' _ v-_ � �; - J �' -�- � 1 � � � ` � \ � •� � � * � , � r � �—... .� r�'" � l � � J STONEBAY THIRD � � �� \ �• _ � � — t�/ � \ . ) � �,- � ,� ' �� . � / ^ ' // � ��_J. � � :STONEBAY ' � � j i � � � � � `,�\\� \ " / i i �`, \ . \ I \ � L 7 � 4 t ..� � \ \ 1 i ' �. � � � � �,ADDITION, �a° �� j � j I r i - — � � y � 20 � � �� _.� �- .� STONEBAY SECOND ADDITION _ ' , b � � �`•. � � �- �" ,� ' —r_ �, ` �_�_ } — ----. � � � �� '—X---'�`_ � STONEBAY FIFTH ADDITIOIY '� h� � � � a/20T K o + artot K s I • +c 'F � .4 .L .ta Jr !a N --- lKM1[S X"Ort LM1.va 4�MP � �1 • � � � � � � • � — — — COWRJ[DfS OI KA.wD �i� .-- mrortt evrn V" mYores nw.nc ' ovarzr.c.s.rrx �A•'J�<..:FzD � - A S C��yY$. ZU(O mwres asrc.�s�cr mwrtJ aefaut 6rt.wo.V�['r 4 1 �3or � F� GPU25 M�Ox4 K0.�.W MMY�[w' � �Ro�� `0 �r �OlES S�Wm�� l''N� Q.YOAS S�Wl9��YCWO�nV/ 25 SIGFB��INm MOinp.' lT O[MORS S�UA��/MM/IXMMM — PfyORS S�O.Q�Y irM.�R��G' GEYORS SIO.@�Y 4YM M1P'�q: House Model: Elevation: � ! Buyer. � X��, �c�eoAcNwv�ur� Pnt�cN M�A�cN ' 6 /NTb W�:T'�M�► Q1�F�p1Q x'°A'a ,�a� /`��/1'btOW� I�� x,0y�a �•`.2s, x __�� 0M 2 `•�.��-�c.. � � n ��dr�S eL �'�'c_ �� : 20• ��t � �cR` �� S6 �� . ,�o . �nt Lot 11 Blk 2 �' ^� ��`/r S'�Qa X �� ` pe9 pjC{ )29.82 � � 6 �. 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C^ I INSTALLED SY FRAMER ';.�Jy W POSt DEt.41L q SCALE 3/8" = I'_0" S I I xntEc � MIRA7EC �� .� Jm8 w rT, � I JJfr �^ ------------------------------------------ N�� r �Q� � � � � Q�� ol � WO� Oa�yr�� e�RCW I $C �G`.�a � � !xa nuenTec a� n�u�nr�ri earir�o.uaa �� M1ThRg DOLLNOrOyT D/4xtl MIRATlC WOODDALE O'HARpI LAP 81DMG L J I II �"'�°«u.p�� HOUSE U.RAP I 1 _ �i+�xe•nne.aTec e.wc eo,e.� SHEET N0, I R-OI e��.� �� ❑ �� A2 j},',','��/ I �y�( J� m �"""��^ �' `�I O� 6/4x4 I D/Ix3 MIRLIEC xwai� __ 'yUlO�b rv-CALE 3/16" = I'-0" LoT�ou,�1�+41 guFFe�1l . • � � ! 5 • 1 � :` [mafntain 3" top margin] � . � DECLARATION : �. � THIS DECLARATION ("Declaration")is m�cie this � day of �k+�K , 2�3,by Dahlstrom Development LLC, ("Declarant"). � RECTI'ALS . T�VHERBAS,Declarant is the owner of real pxoperty within the City of Orono,Hennepin County,Minrtesota,platted and legally described as: ' � Outlot B Willow Propexties Addition,according to the recorded plat thereof, except that part of Outlot B Willow Properties Addition,shown as Parcels 201 and 201A on Minnesota Department of Transportation's Right of Way Plat Nurnbered 27-57 as the same is on file and of record in the office of fihe County Recorder,Hennepin County,Minnesota. Said property to be xe-platted as Stonebay,Hennepin County Minnesota. (the"Property") and no one other than Declarant,has any right,ti�e or interest in the Property; and . � WHEREAS,the Property constitutes the entirety of the land to which Minnehaha Careek Watershed District Permit#OZ-333 applies;and WHEREAS,Declazant desires to subject the Property to certain conditions and restrictions imposed by the Minnehaha Creek Watershed District as a condition to issuance of their Permit#02-333 for the mutual bene#zt of the owilers of the Property. NOW,1'HEREFORE,Declarant makes this Declaration and hereby declares that this Declaration shall constitute covenants to run with the Properry, and further declazes that the Property sha31 be owned,used,occupied, and ; conveyed subject to the covenants,restrictions,easements,charges and Iieatis set � forth in this Declaratlon, all of which shall be binding on all pexsons owzung or , � � • , .' � • ` � ' . � ,� acquiring any right,title or interest in the Praperty, and their heirs,successors, . personal representatives,and assigns. ! ; 1. Wetland Buffer. The wetland buffer,varying from 16.5 to 35 feet ; in width at all points surrounding the wetlands as delineated on the site plan for � the Property attached hereto and incorporated herein as Attachment A,shall be maintained by Declarant in pexpetuity free from mowing or other vegetative � � disturbance,fertilizer application,yard or other waste disposal, the�placement of structures or any other alteration that irnpedes the function of the buf�fer in protecting the quality of water zn the we�land or buffering flows into fihe wefland. : 2 Street Sweeping. All streets and public ways within the Property ': shall be swept at least twice each year,in the spring following snowmelt and in • the fall after leaf fall. ' 3. Stormwater Pacility Maintenance. The terms of Attachment B, ' incorporated herein,shall apply to fihe stormwater management facilities indicated on Attachment A,identified as follows: � Regional stormwater pond and three rain gardens. 4. Non-phosphorus FerEiIizer. The use ot fertilizers containing phosphorus is prohibited on all or any portion of the Property. 4nly fertilizers that do not contain phosphorus may be applied thereon. 5. The recitals set forth above are expxessly incorporated herein. IN WITNESS WHEREOF,the undersigned has executed this instrument the day and yeaz first se#forth. DECLARANT: Dahlstrom Development LLC � B 'l�--'"' ��r`.��z�-�✓'�� : Y• Te�y Dahlstrom, Chief Manager. STATE OF MINNESOTA) )ss. COUNTY OF �hh� ��) � The foregoing instrurnent was acknowledged before me this�c�ay of � }u/y ,20Q3,by l�rrr� �' ��/sfres_,r,,TI/�e.c�i:F { r►ra,�a;y�.- <f �t hls-frc�r�PuP(apmp�rF� L�.G� a �1{inn,�svf�.� /:.��:f�� .°h��y l'��rr�it r�r yt� 6�» bc-hQ�f�' S"q�d .P:��,cy. 2 . , � , . ., ' I i � �` ; ' i ,�.rc.. !/.1,E.v� Notary Public ' This Instrument Was Drafted By: ! , ' UNDA 3.VEE ' ��Y PI�IC•MI�ESOTA 1b►CaaMinbR G��en.31,Z005 i i i ... , , 3 ,� �� - S�"��f c�-�� -r� , . . - � a�� ¢� search-srlect Inspecf�on � : , r , $,� , , ; ..� . ._ , .,. _ ,,�_ _ >k�� _ a� ::, �,�.�,�,.. �, .•. �Oste Time Inspeetnr I�s�,ertionType Stat H Permit� �ddress RermitType PropertyTy�pe ConstruciionType :.., ..._. ,.. __ _. � � �a �3,�� . � «, ,,; � _��.� �� ..�. �. 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Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector.� � White Copyllnspector's File Canary CopyfSite Notice �� DATE TIME CITY OF ORONO CALLED IN -�j r.�1� INSPECTION O ICF SCHEDULED PERMIT NO. ��Z COMPLETED . � % ADDRESS �`T 7 CP SC�!��S'��Q �q. OWNER TELEPHONE NO.�t/�� CONTRACTOR ��- � >; DESCRIPTION�� ll� ❑ FOOTI�I�� DEMO-FINAL ❑ SEPTIC FINAL ❑ PO 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: ES_NO �'l�� O� � COMMENTS: v W C � J O >. � O � W � Q � 2 W � W � � J d _ W ORK SATiSFACTORY:PROCEED ❑ PROJECT COMPIEfE � RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � 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 hours in advance. (952� -4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � � �� DATE TIME ✓ CITY OF ORONO ��ED IN ,3' - T INSPECTION NO��./�/��HEDU�ED �,i�✓ PERMIT NO. a�l S� ADDRESS 9 �� OWNER LEP NO ' CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEM -FINAL SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI EXCAV/GRADING/FILLING h O OUNDATION 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 � ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OYVNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W ' � — � �o� •��uo.� ,��o�c�� oK o ' ��l�DG f - ,6�low �f-�� /r15 c�ll�-`�. �" Drd v c�s� - � ° - - � � �.%.. w/ r�lc,c_ �i�f �x��.�cr r<.... � ' ,��Jr�G ��o r<0�0 - U��D ��6/- Q � ��,i . /'c�/¢<< �.�cLS�a�, c'a� �u-o/ 2 � � ��.- ��'�'<<,.�c � �1�� i'vvt �� r�x,� i:.� �r► ..,, — - W O YYORK SATIS�CTOR�PROCEED �o� ��v c��PR JEC CO�EfE`�( '� � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOH �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 2a hours in advance. (g52) 249-4600 OwnerfCa�tractor on site• Inspector: �r ^^' � White CapyAnspector's File Canary CopyfSite Notke �� e'� - - pqTE TIME " CITY OF ORONO CALLED IN /� INSPECTION NOTIC /J SCHEDULED __��J PERMIT NO. '��l' COMPLETED ADDRESS �� =� �� , �� OWNER TELEPHONE NO. ��-�Z�� CONTRACTOR �; DESCRIPTION l�� `� �� - ll1 ❑ 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 ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEEf YOU: YES_NO � COMMENTS: a �4�� wa 6( — 1 •L. - tv4�� 6�� -� o ��i.s�,e�� ,O�r Q a.o rrvu�d? c�� _ � ' Gf/G1�i vd/d��Cc '� � �e l�<�Cl�� /O'/l��f7/�t/� � �� [ D w�c�4�� — �� W � Q � 2 W � W � J W/�N9AK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED �INSFECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal t inspection 24 hours in advance. (952) 249-4600 Ow IContractor on site. inspector. ►"`� White Copyllnspector's Ffle Canary CopylSfte Notice . , DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��15 ��P PERMiT NO. Z(�I�-C��L'Z_ OMPLEfED ADDRESS Z.�'�lG �(��n 2 �—�l t�l.� OWNER TELEPHONE NO. CONTRACTOR �,, � � DESCRIPTION � -'��l (� �(��V�L'� J i t� ��iJ 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 ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICONTRACTOR TO M ET YOU:_YES_NO / ° COMMENTS: � �/ �a`� 7 o p,Q y eu��( �o.wr �GTC � c m/'r e r�vt 3 /[e �(� o � �„ , � � I ° !/' d� / �, �'d � �2 1 W � �� j � � % /%1 ' � u�r' 7� �G C Ct d'r'�G`L� z . , '/ � � /� GZ� `�Llc 'T i H? a W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTiON REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlCorttra site: Inspector. e Copylinspector's File Canary CopylSite Notke � � � DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTIC HEDULED ��/ 7-�S �•'D� PERMIT N `�� PLEfED ADDRESS ��"/� �i��'e-J OWNER TE NE NO. ��' "� CONTRACTOR �� DESCRIPTION �� W ❑ FOOTING ❑ DEMO- AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ 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 2 OWNERICONTRACTON TO MEET YOU:_YES_NO y COMMENTS: � a �'�. w�Ll— /�• �. ' � � � � .�4.�f�.��T — d� ,Qo r GL��d"�9.� � - 5 „�� a r � . ` — o _ �vv� � � ' c Q /71E..i��•h. /� 4►•- S/4C� ��4rt�q .fi�f.r.1`� � Z � 61�' � n�K�� '' � _ � � �+A9RK�SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT VI�RK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION RE(�UIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: . Inspector: �✓ : vn,i�e copynnspeceors F��e canary cooy�e Nake �� F,,oq��r� I,�1�E,.n�1 CITY OF ORONO CALLED IN �b�1 `�'�' INSPECTION T�, E .r,. SCHEDULED �?> •�j lJ � PERMR NO. �`�` " �`�Z COMPLEfED ADDRESS��Q�� U,'��S'�� OWNER TELEPHONE NO��"��-�� CONTRACTOR �� DESCRIPTION � '� ` `�"�'_ P�� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINA 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 e ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNEiUCONTRACTOR TO MEEi YOU:_YES_NO � COMMENTS: W •� � - ��i.tio.�r, !�lo�ddr «cc � ., f ` - O � – .�. : — /' v� �oG ° �� na�� /'ock ,D/'�6 r '� �c�,F'�� W � � Q � 2 (Ol�� . /�D�4G-c � � ✓�� sa�. � � l'b �t�✓v l �s n �s�e –�-i.ti r�ur �-- � _ , � ��iPrO��O G FO G�Ee- �r., �/!!/�t,i}f,y .— J O W� ❑UVORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE �I�,BRECT WORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COMERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN �NSPECTOR WILI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REUUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector: �� YVhite CopyAnspectops File Cenary CopylSfte Notiee �/� �,� �� "" DATE TIME V CIN OF ORONO CALLED IN INSPECTION N T�C 1 SCHEDULED � . .��•j PERMIT NO. �� '�1�� COMPLEfED ADDRESS ��I v D S L�!�1�S f G�/�' L�I OWNER TELEPHONE NO. ��Z 7�9t�� CONTRACTOR ��t_.1�`X'�� /r//'$ � DESCRIPTION � ' rp�Q� � tl� ❑ 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 � ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENT'S: � W a � J O ). � O f � W � Q � 2 W � W � J d W ❑YYORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COYERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. .�—� ^ Call for the next inspection 24 ours in advi ce 249-4600 OwnedContractor on site: i � ' Inspector. - White Copyllnspector's File `"� Canary CopylSite Notice „ . . DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMITNO. Z��4��«PZ COMPLEfED 5 I -►� no�REss Z�� S�a��d-Sl�v�-�_ La��sz.. OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ��1T1CiV�- j�j_;�Ul ��' 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAI ❑ 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 J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: �� I��n o '1 �� .4r1 5 -�� 1� �. � 0 � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 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.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952) 249-46�� OwnerlCorttractor on site: Inspector. �L l� ��j,4��'C� G'ti�\ White Copyllnspector's File Canary CopylSite Notice �/" J� Y�� DATE � ��!CITY�F�R�N• � `� CALLE�IN � INSPECTION NOTICE SCHEDULED PERMIT NO. 2Gl�D/`{(�Z COMPLETED ADDRESS - OWNER TELEPHONE NOR—�Q�� 7�{9�� CONTRACTOR �,��(�(� GE_�_ � � DESCRIPTION ��'�9 / �`"" "" L.i/ `x— W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BU�LT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ $'I�PTIC INSTALL n ❑ FOUNDA_TI/ON�/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:�1�YES_NO Nv '-"�/�� COMMEN : � � �� v � �� !�� -f� ° l�- �� o - ,� ,� . W � Q � 2 W � W 2 J O W ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 ours in advance ) 249-460� OwnerfContractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice �� O 1 " 'l�� TE " TIM CIN OF ORONO � CALLED IN 5�� INSPECTION f�OTICE SCHEDULED � PERMIT NO. �� 1�'n� � COMPLETED ADDRESS � OWNER TELEPH NE NO. �Z'� CONTRACTOR .+�,(KY c_✓G�� _ � DESCRIPTION c�c�L�- ��f-�� 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 ❑ PROGRESS ��IAISULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ S ER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ S TIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO �— � COMMENTS: a _ /)P s�� w ?o,o r/o�`c aF L.L, � S '�` �l ed�l'oC�►wl /�t/�►f�o.� Gc�4-�L- �. � � �rkw► �v�� Ga�r��an. /Ol/6 e `" �. �, F', /�- /2.� � ,- _ Q - �' �l?S�� - '� (/�� Gl�C� ` z • W � � La✓f{�� b��—G'oae ✓ J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (g52) 249-4600 OwnerfContractor on site: Inspector. ` White Copyflnspector's File Canary CopylSite Notice �� v f j � DATE IM �� CITY OF OR��IYV I �ALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. �OMPLETED ADDRESS ��' ,S� S 7�L`7'lQ L/�- OWNER TELEPHONE NO. � CONTRACTOR ! ' � � ' � DESCRIPTION �:-�� '`e_ 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 ❑ FOILOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � o`". �- � ��/f G��r f7 �a��!— j � 0 LP✓oa!rL 4l�G H'lcat/ ' >. � O .. �',�5�le.� cK t - O/� ` W � Q � 2 W � W � � W RK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W ❑ CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PEAMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952 j 249-46�� OwnerlContractor on site: � Inspector. � G '-^-� White Copyllnspector's File Canary CopylSite Notice � � p TIME �� CITY OF ORONO CALLED IN � � � iNSPECTION NO I ,1�llL� HEDULED — PERMIT NO. �T T COMPLETED ADDRESS � �� OWNER T L P ONE N . � �� D CONTRACTOR � DESCRIPTION ` � �' �, ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILIING 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 ❑ F�NAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR YES_NO , , � COMMEN � D� ��" n� '� � � � - . � a .Lis < < i:vs . , ol`s(eG• /��il k-G � /10 �C P� � Ga'4r�� u��Q''� 5{�� r►�Q�S k,�-��i.�. oK -{�i�x� at` �� ' - ��..=e ' �.�5 � ��S,�r'i�i�ds - O� f'�•w� .�/ W Q ^ � 'r � � �� 2 ^ 5 ,/'n.c+ke aPvE- �- O� — Go �,r� W �`�'��,rGV r�j�� oe�-dk.� Suiv�y � � rrc�t-� cQa ��- �'<<Ns�� a 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. ❑pHOTO TAKEN �NSPECTOR WIIL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED �$p�GTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: �n��+ Inspector. ��^^' x White Copyllnspector's File Canary CopylSite Notice 1 DATE TIME� G�ITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO.�,�ml gZ COMPLETED ? � /:q� ADDRESS � � ��h OWNER u ELEPHONE NO. CONTRACTOR � DESCRI�TION /O�/� � � (i�,O�� ly ❑ 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 ❑ PROGRESS � ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑$E�'T�INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOI��YFyB_NO �� v�i COMMENTS: � W a o f�'I"� /1�� u�l � � �. � ° �_/SSU�, � �. W � Q � 2 W � W � � � W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE COVERING �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. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerfCon r on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice � , . • , • . � • � • , emo To: Finance Department Fr+orn: Christine Mattson, Planning Assistant r u�\ lJ` CC: Street File Date: March 18, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit#2014-01462 pertaining to 2496 Sandstone Lane is complete. Please refund $2,500 to the applicant,Wooddale Builders, Inc. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Wooddale Builders, Inc. 6177 Blue Circle Drive#101 Minnetonka, MN 55343 w:�street files�sandstone lane�2496�escrow refund form 2014-01462.doac � ✓ BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2014-01462 8�#2014-01464 AGREEMENT made this �'�day of ��.b , , 20 r5, 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 twinhome 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 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, enQineerinq, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure.that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by.the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work(including planning, engineering, or legal consultant review) associated with building permit #fs 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 turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to retum 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 equally to the subject properties pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO BY:�NI o�YIw "wlJ�q�'v r� ,�Q� �d �tI d d � '~ ` Its: ��V ma t O i ann A �o� f WOODDALE BUILDERS,�Nc. 82348 2-04-15 20150204 Escrow - 2496-2498 5000 . 00 5000 . 00 City of Orono 2-04-15 82348 5000 . 00 5000 . 00 c�sniac ��S�Y�� 82348 6117 Blue Circle Drive.Suite 101 E��,�� WOODDALE t��necor,�,MN 55343 ��1e . e ° ' ` ° ` " S {952)345-0543-(952)345-0544 . Pay: �*******�r�*******�,�*******�************* � Five thousand dollars and no cents � � DATE CHECK NO. AMOUNT � February 4, 2015 82348 $******5, 000. 00 � PAY . TOTHE City of Orono � o�R PO Box 66 oF Crystal Bay, MN 55323-OOf6 � � 1AOIDAF7ER720DAYffi . . � . o u� t u i a 0 0 0 o iou o oion � o 0 0 0 + on o o � on vl N � O O I O II O O 1 �I1 p� O O 1 O 11 O O 1 I I � � � � 1 �II � � I 11 N d N N I � II � � 1 11 � � +' +' 1 11 1 II � N N I 11 1 fl f O O I II 1 II a d d 1 II I II d � N v O � C � C 0 a•• � L � L 00 N � fn N U o v a v a �n � ti m � c�o � � �o 3 N fn •• Cn N fn N 00 d t0 N i� O � U tD N 00 d (��"� � � �C\O cC M • 'O C Q1 � Q1 � N • •• d O f�dtf� C'�7 f0 � I � I OD 7"O L d\ O>.� 7 /a N N N N •• m� '�O �O L a� o m m ao z rn � o a�r» c �� Z a� �n � ov � ov Z..m a � 4--d +, 7 NO N N tA0 N m �C L�Q OY � c0 O++O N ii�0 N 1- •• U O� d = O � I NN L•� 1 dN L ,[N�+0�-+ � TO C N 'O >EtA C I d E�C I N �O UL�O O�V C ' 1�I.S')O U O d L�/0�`�L��O�`F- ++ mUn.�++ t0 • 1�L N O L NOJO d NOJO N O L O L UNO a' 3 ddN �DdN �0 t- U 1- CJ � � � , CITY OF ORONO * 2 0 1 5 - B 0 1 5 B * ` 2750 KELLEY PARKWAY DATE ISSUED: 02/06/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2496 SANDSTONE LA PIN : 33-118-23-11-0023 LEGAL DESC : STONEBAY : LOT 020 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW TIED TO NEW HOME BUILDING PERMIT#2014-01462-PD BY:WOODDALE BUILDERS CK#82348 FOR 2 PERMITS- EACH$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 WOODDALE BUILDERS INC. TOTAL 2,500.00 6117 BLUE CR DR Payment(s) MINNETONKA,MN 55343- CHECK 82348 2,500.00 (952)345-0543 Minnesota State License#:BUIL-BC002926 OWNER Wooddale Builders Inc. 6117 BLUE CREEK 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 State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. /f/� � e ;' /('�/ � � � �� ^� (/�`��-��Gt'.6`� � / �' / �_� Applicant Permitee Signature Date Issued By Signature Date