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Home My WebLink About2016-00157 - New house City of Orono CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of Section 110 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the local jurisdiction regulating building construction or use. For the following: Building Address: 787 BOULDER DR PIN: 33-118-23-11-0132 � Legal Description: Stonebay Block 1 Lot 7&8 Zoning District: Permit No: 2016-00157 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRC-1 Occupant Load: Fire Sprinkler: N Applicant: Wooddale Builders Inc. Applicant Address: 6117 Blue Cr Dr City, State,Zip: Minnetonka, MN 55343- Owner Name: Mary Sue Pierce Fam Trust Owner Address: 5491 Anderson Estates Rd City, State,Zip: Maple Plain, MN 55359- FOR YOUR INFORMATION For any police,�re or medical emergency-Call:911 Posting of your assigned street number is required ln purchasing a new home, file for your homestead at the City o�ces.Register your address for voting,drivers license and automobile registration. City water and sewer is billed quarterly.Septic inspection fees are billed annually. Permits are required for any additions or alterations on your property or for construction of any garages, deck, dock or other accessory structure. Special regulations prohibit any excavation,filling,grading,dredging, tree removal,or const�uction of any kind within 75 feet of any lakeshore or within 26 feet of any wetlands. Please Note: The property owner is responsible for all LegaUEngineering charges resulting from this project. Due to varying billing cycles,bills may be mailed up to 90 days after the issuance of this Ce � icate of Occupancy. _ q �� Zonuig Administrator Date 1 l mg cl Date � � CITY OF ORONO * Z 0 1 6 - 0 0 1 5 7 * � 2750 KELLEY PARKWAY DATE ISSUE�: 04/06/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 787 BOULDER DR PIN : 33-118-23-11-0132 LEGAL DESC : STONEBAY : LOT 7&8 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCT[ON TYPE : TOWNHOME ACTNTTY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 620,000.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER&SEWER CONNECTION,ELECTRICAL (STATE) PLEASE INITIAL BUILDERS ACKNOWLEDGEMENT FORM(ATTACHED) APPLICANT PERMIT FEE SCHEDULE 4,259.92 STATE SURCHARGE(VALUATION) 310.00 WOODDALE BUILDERS INC. S.A.C. 2,485.00 6117 BLUE CR DR MINNETONKA, MN 55343- TOTAL 7,054.92 (952)345-0543 Payment(s) Minnesota State License#: BUIL-BC002926 CHECK 84821 7,054.92 OWNER Wooddale Builders 6117 BLUE CIR DR 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 rype of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. � ._ ':... ,�� !�C� �--�c, � �o � ,� Applicant Per�gnature Date�� Issued y S' ature Date t T, CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O�O Mailing Address: Pe�mit number. �b � PO Box 66 � Crystal Bay, MN 55323-0066 Date received: ZI �,j <«MP�� ` �� -� �eived by: �� - Street Address:' .�� ,��)V�•_ � � y� ` 2750 Kelley Parkway � �, ,�� L ��n�review fee: � � ' � �� :� Orono, MN 55356 �� _ -- _a __��,— - --- ��sHp Total Fee: `�"7� D 5� ' I Main: 952-249-4600 - Fax: 952-249-4616 www.ci.orono.mn.us �-m rec,�0� This'application form must be completed in full and all requi�etl information must be su itted. '/ Incomplete applications will be returned. (Please prinf) �'"rv`�� `��o GENERAL INFORMATION: Job Site Address: V � L ��L Ill.� t�� . Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes o !f yes,a specia!event pe�mit is required with Po/ice Department and City Council approva/60 days prior to the event. Shutt/e bus seivice wi//be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR!APPLICANT INFr6�Z�T1�0��—�� . Name: V.,�7 � � S ��-- � • State License# Expiration Date: Phone: cell – � office � ' ys" Mailing Address: C Ci : : ��T w �A IP: " Contact Person: j– Applicant is: ontractor / Homeowner (Circle One) Email and/or Fax: il �Vi PROPERTY OWNER INFORMATION: I Name: ;�1e� wN G 14�5 14 D� v 'E Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: S �1 w• � L4�� /��)D � G. . Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Descri tion of ro'ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposai& �� Water Supply New Construction Single Family with L7 Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. Pubiic Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Pubiic ❑ Storage ❑ Public Water **Any earih movemenf�nay aiso �aqu�rz ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial . ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) 18202 Minnetonka Bivd � Deephaven,MN 55391 � Phone: 952-471-0590 � Fax: 952-471-0682 www.minnehahacreek.or �� Estimated Construction Valuation (excluding land) $ (j � d � d d. 1 ► ► � � � . . STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction (� ♦ a. Length(ft.)= /� Number of bedrooms=�_ Wood/Frame � b.Width (ft.)= � Number of garage stalls: 3 ❑ Masonry Areas in square feet Attached=� , ❑ Metal ❑ Pole Bldg. c. Basement= � Detached= ❑ ICF d. 1S�Story = �� ❑ On-site Prefab e.2"d Story= ❑ Off-site Prefab f. %Story = ❑ Other(please specify): g.Total Area= 3 330 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not : Enclo A�`li 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 Pian ❑ ❑ 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 CY ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/O!lVNER 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 aiternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or ali 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 suppiy the information, the application may not be issued. i • 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. . ApplicanYs Signature. Date: Owner's Signature: Date: I 1 r Builder Acknowledgement Form 787 Boulder Drive / #2016-00157 Builder Permit Conditions Initials Prior to the start of framing, a foundation as-built survey must be submitted n and approved by the City or a stop work order will be issued. � �J Schedule a minimum of one hour for the framing inspection. �� Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a � � minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. S � The retaining walls shown are depicted right at the threshold for requiring a design signed by a professional engineer. Tiered walls are considered one wall unless they are separated by twice the height of the higher wall. If it is anticipated the walls will be closer together than depicted or should the top '�1�.� wall increase in height, a design will be required to be submitted and approved prior to construction. Prior to the issuance of a Certificate of Occupancy all inspections and life/safety issues must be completed. � � Prior to the release of the escrow money, an as-built survey must be S �� submitted and approved. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey � and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. w:\street files\boulder drive\787\builder acknowledgement form 2016-00157.docx ► . 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 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. ��T_�l�� N 4v� �1� �-.� First Middle Last 6 I 1 � 8 l, � e, c r� e� � . Address /1� ; w�► �T� ,�1C� �w,� S'J~3 y 3 6/2 -,3��3 ' ��O City State Zip Phone i understand my rights as stated above. aA�. �a�,o...�..,�.4....e.��..._._ Signature Packet Last Updated: January 2015 Page 7 PLAI� FZEVIEVII �HECKLIST FOR IVEril1�' �TRUCTURES / �1DQlTIOIVS p� �.o TS 7-°I� Co,•�•gr� A S �� 'c� Acidress: � O 1 �� • 3 3-��$-23 �!o�3Z Permit No.: '��k� Description of work: fM � m�� Date Rec'd: 2`ZJ �� Septic review by: '� a� Date Approved: Zoning review by: Date Approved: 3 / l� Building review by: � Date Approved: � � Grading review by: � Date Approved:_ /��.Q� /� , Zoning District: �� Zoning File#: '—" Reso#: '�` Reso Date: ^ t Zoning: Lot Area:�,��, SF AC Width: �� Lot Coverage: SF % Survey Submitted: Yes 0 No Date of Survey: 2'��D ' �� Revised date(?): Landscape plan submitted? � Yes � No Landscaper: Pro osed Setbacks: Front(La�e} Rear(S#te� ( N S E � ( N S �W ) Other Buildings VYetland Side Side (� 2` �- .`� D C P�ck 2� , f 2 S'� o6L Defined Height: ��rS�+ Peak Height: 3�� f FFE: �b31,� # FFE minus 6 feet= I�ZS�� (Existing Contou � � *� c Perimeter(linear feet) _ �� { 50% _ -1� � l L.F. below grade Basement? 0 Yes �No, � Storie�Df�- P�- S4�"�--'�'`T p�`� ��"A��I��S� FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING Otv A SLAB FOUNDA,TION: The distance between the lowest propo d Slab at or above grade— START WITH floor(of the basement or crawl spac and measure from hiqhest existinq , the highest point of the roof. START WITH ra ade to the highest point of th roof even if fill was brought in o elevate home. If you have a... SUBTRACTION • GABLE OR HIP D ROOF(no Slab below grade—m sure (BASED ON windows): S ract half the distance from highest existing ade to the ROOF l'YPE) between t highest point of the roof hi hest oint of the of. to the lo point of the corresponding If you have a... gabl r hipped roof SUBTRACTION ' GABLE HIPPED ROOF • BLE OR HIPPED ROOF(with (BASED ON (no ' dows): Subtract half th istance between the indows): Subtract half the distance ROOF TYPE) ighest point of the roof to between the top of the highest the low point of the window and the highest point of the corresponding gable or roof hipped roof - • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF `` mansard,etc):No subtraction. (with windows): Subtract SUB CTION Subtract the distance between the half the distance between (B ED ON basemenUcrawl space floor and the the top of the highest XISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES { (flat,mansard,etc):No �s EQUALS Defined building height subtraction. Defned building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx ti; i{ Shoreland District MCWD Permit Average Lakeshore Setback gluff Met? Permit Number: , � Yes ❑ No N/A 0 Yes � Yes �No (p No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed ; Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and s s � Yes No � Yes No 1 2 �� 4 5 � I � n r � 6 V (`� Type(s): Type(s): Fees to be Char ed YES NO Permit Plan Review � Stafie Surcharg� �,/ Investigation Fee � SAC—Number af SAC Units Other(specify) S uare Foota e $ er S uare Foota e �: Basement X = � 1S' Floor X = � 2nd FIOOf X = $ Garage X = � Estimated Construction Value: � ��D �_ � ` Orono Inspections Required Work Requiring Separate Permits � �3[' Footing 0 Site �Plumbing ❑ Grading/Filling � Poured Wall Silt Fence/Erosion Control �$'Mechanical ❑ Fire Foundation Survey � Hardcover Removal � Septic �(Water Connection ; � oundation Waterproofing � Other(specify) Fireplace �Sewer Connection � Framing ❑ Masonry � ;Lawn Irrigation � Insulation �Mfg. ` � Landscaping As-Built Survey ❑ Other(specify) � inal Lathe Required State Permits d Other(specify) ❑ Well �Electrical REMARKS (in-house): Wt�S S`�UN�� C(i��/�j,�' �'�GQ..(�Q��j OFFICIAL REMA,RKS -TO BE NOTED ON PER(VftT At�D INITIALLED: See Builde Acknowledgement Form rior to crow mone a and hardcover calculations must be submitted and approved. �' Updated: October 2015 ` �•\fnrmc\nlan rAvia�u rhorklic4 1(1_�(115 rinrv Permit Appiication: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � �=-� Completed Application r �� =��t� °� Plan Review Fee Paid �C i�� ,� .� �� ,,��-�, Lr%�- `�- Signed Escrow Agreement & Escrow Payment �'�' � Plans (to scale) x2 �� J �� Certificate of Surve to scale showin the ro ose �� Y ( ) g p p d pro�ect & �, � � meetmg all requirements x2 � P, t�� \ " j '� •; �i1i ,� Hardcover Calculations (if applicable) `C�`��1�� t I am aware that Orono will not issue a building permit without a � copy of MCWD permits (or documentation from the MCWD statin �� 9 C` ��r� � the proposed project does not trigger their permitting -�� requirements). I will contact the MCWD at 952-471-0590 �o� regarding this project. � ,. ' Signed by: �� _� �___----. Address: �� ;�^, ��,�"1�� Permit #: �,v L �—��L, r --1 W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx 1 � Christine Mattson From: Christine Mattson Sent: Tuesday, March 29, 2016 7:49 AM To: 'Sean Walters' Subject: RE: 787 Boulder Drive/#2016-00157 Attachments: 787 Boulder Drive/#2016-00157 Hi Sean, Attached is a copy of the email and information sent on March 11, 2016 requesting additional information. Christine^' From: Sean Walters [mailto:sean@wooddalebuilders.com] Sent:Tuesday, March 29, 2016 6:43 AM To: Christine Mattson<CMattson@ci.orono.mn.us> Subject: permit Good morning, hopr you had a nice Easter holiday. Do you know if the permit for 787 Boulder Dr is ready yet?Thanks for the help � i � Christine Mattson From: Christine Mattson Sent: Friday, March 11, 2016 12:41 PM To: Matt Juvrud Cc: 'Sean Walters'; Roger Peitso Subject: 787 Boulder Drive/#2016-00157 Attachments: letter.pdf; Escrow Agreement - Building Permit w Erosion Control 2016-00157.pdf Matt, Attached is a copy of the letter and enclosure being mailed today. If you have any questions, please don't hesitate to contact me. I will be leaving at 1:30 today, but will be back on Monday. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � t� 952.249.4616 �� cmattson@ci.orono.mn.us i � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 . . �Ol VO C ITY OF ORONO �1 � Street Address: Mailing Address: Telephone(952)249-4600 �'�, G� 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 1,9 �, Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFsxo� March 11, 2016 Matt Juvrud Wooddale Builders, Inc. 6117 Blue Circle Drive#101 Minnetonka, MN 55343 Re: Building Permit Application#2016-00157 787 Boulder Drive On February 23, 2016 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete: 1. Proof of Ownership. The property owner information on Hennepin County's website does not match the building permit application. Please provide a copy of the deed or another form of proof of ownership 2. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is$2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. 3. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. 4. Separate City Permits Required for: a. City Sewer and Water Connection Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO n�D� ►Yv`-' Christine Mattson Planning Assistant c Matt Juvrud,Wooddale Builders, Inc. Sean Walters,Wooddale Builders, Inc. Roger Peitso, Building Official enclosure � � C�,�:��IVED New Construction Energy Code Compliance Certificate � �, �+ Per N1101.8 Building Certificate.A building certiScate shal]be posted in a permanently visible location inside Date Certifcate Posted {' ,, . �O��J the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit Ci CI'�°C�=�y�►�bNO ty ogo'here 787 Boulder Drive Orono Name o!Residential Contractor MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No Fan) o � c � a� 'y y`�, Active(With fan and monometer or � �" � >. other system monitoring device) t �� .. � Ld U � � � N = a o a 3 � �j ^ o � � a Q � � � � � � CO LYl a�, `� � � c � T ctl . . C D U Insulation Location � � z ro �a � � �`' " ° u; ' U � ro W �a o � � a� b � ;a � ❑ a� a� � � � F°- � z ��.A-.—, :n u°. w° � cC c� Other Please Describe Here Below Entire Slab X Foundarion w'au R-15 X R10 Ext. &R5 Int. Perimeter of Slab on Grade X Rim Joist(Foundation) R-20 X Spray Foam Rim Joist(1��Floor+) X wa�1 R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas R-38 X Also 3/4" Foam below Bonus room over garage X Describe other insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skvlights and one door)U: 031 X Not applicable,all ducts located in conditioned space Solaz Heat Gain Coefficient(SHGC): 0.33 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 Pass,�e Manufacturer Rheem Rheem Rheem Powered Interlocked with exhaust device. Model R92PA0601317MSA 82V5�-2 13AJN36A01 Describe: �Pi�� 56,000 Capacity in So Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 4'7,229 Heat 31,237 Location of duct ar system: Structure's Calculated Gain: AFUE or 92 SEER: 13 HSPF% Calculated 34,200 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 Se[ect Type Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 75 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfins: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: Location of fan(s),describe: Bathroom Cfm's Capacity continuous ventilation rate in cfrns: 66 CFM "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 131 CFM "metal duct Created by BAM version 052009 Y � Christine Mattson From: Adam Edwards Sent: Thursday, March 10, 2016 3:44 PM To: Christine Mattson Subject: RE: 787 Boulder Drive/#2016-00157 Chris, Approved the plan with comments: The retaining wall depicted are depicted right the threshold for requiring a design signed by a professional engineer. Tiered walls are considered one wall unless they are separated by at least twice the height of the higher wall are considered one wall. Should the walls be constructed closer together than depicted or should the top wall increase in height, a design will be required. Adam From: Christine Mattson Sent:Thursday, March 10, 2016 3:01 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: 787 Boulder Drive/#2016-00157 We have received an updated survey for 787 Boulder Drive. Please review and provide comments. Thanks! From:Adam Edwards Sent:Thursday, March 03, 2016 4:00 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE: 787 Boulder Drive/#2016-00157 Chris, I've reviewed the subject plan and offer the following comments: 1. The site plan and construction plans do not agree. The east side Elevation of the building plans depicts a stone retaining wall which is not depicted on the site plan. The inclusion of a retaining wall will impact the overall grading and drainage plan of the site.The retaining wall is depicted at^'4ft. 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. 2. The plan notes call for the installation of rock construction access but do not depict its location. The locations for such an entrance are limited. Special care must be exercised to ensure the existing driveway servicing the neighboring homes is not damaged or blocked and that the hydrant and water curb stops are not damaged accessing the site. 3. A separate permit for utilities connections will be required. 4. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. � , , Adam From:Christine Mattson Sent:Thursday, March 03, 2016 3:13 PM To: Adam Edwards<aedwards@ci.orono.mn.us> Subject: 787 Boulder Drive/#2016-00157 Ada m, We received a building permit application for a single family home at 787 Boulder Drive. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono i MN ; 55356 (physical addressJ PO Box 66 '; Crystal Bay '; MN ; 55323-0066 (mailing addressJ `d' 952.249.4620 ; 8 952.249.4616 � cmattson@ci.orono.mn.us ; � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 , � Christine Mattson From: Sean Walters <sean@wooddalebuilders.com> Sent: Friday, March 11, 2016 6:43 AM To: Christine Mattson Subject: FW: Boulder Dr. upcoming construction From:Susan Mahaffy [mailto:susan@mahaffy.us] Sent:Thursday, March 10, 2016 7:18 PM To:Sean Walters<sean@wooddalebuilders.com> Cc: Dale Mahaffy<dale@mahaffy.us> Subject: Boulder Dr. upcoming construction Hello Sean, Thank you for stopping by our home at 791 Boulder Dr. in Stone Bay to introduce yourself and relay information for the upcoming construction on the lot next to ours on Boulder Dr. We understand that the construction will begin in April and your contractor will replace our drive way after the landscaping is done. We will appreciate you staying in communication with us as the construction proceeds when it might affect us. Our contact information is: Susan & Dale Mahaffy 791 Boulder Dr., Orono, MN 55356 952-475-4056 susan@mahaffy.us daie@mahaffy.us Thank you again! Susan 1 � - � 2016 Standardiied Concrete Foundation Drawin� 4 a zot6 SCOPE OF WORK• �i�'�` �� .+'�ONO 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 2016. 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 Walt 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 project's requirements Minimum 28 day compressive strength of 4000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi 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 SITE ADDRESS: report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state Street: of Minnesota. City: �—_� �f State: MN Zlp: Craig Oswell,PE(MN#42341) 1/1/2016 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �. • `�-.�. -�;�, � Project Name: 2016 Standardized Concrete Foundation Drawin s Minneapolis,MN 55413 * Description: Scope of Work, Index,and Certification Phone:612-720-4639 ''� `� Project# 15.100 Fax:612-886-2966 �s � ,-�' �.� Client Name: Manor Concrete Construction, Inc. www.oswellec.com ,at`,< p�:��.� r�^ Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S1 of S6 „� , . � ,i�.�. , r . � . 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 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 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 afterfooting 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 may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolUconnection tolerances are met. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 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 attemperatures 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: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 ' Description: General Notes Phone:612-720-4639 '`��' '� � Project# 15.100 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 "�,t '; 1/1/2016 � -- � � , Adjacent steps are to be placed no closer to either side of the beam section than twice 6'-0"maximum ste the 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 � Maxitmum applied 1 � 24" minimum beyond each end � � of beam section (bar length= ' actual load=4000 plf� �� uniform or 12,000 � a step height+4') � pound concentrated � N 6"minimum thick cast-in-place � � concrete foundation wall � � � HIGH FOOTING I ��----- i i i i i i i � High footing should be placed � at 1-to-1 (45 degree)line, if LOW FOOTING ��/ high footing is closer to step i 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 m�,�� =��'�. A� Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 p ,�t � Description: Step Footing Detail (NOTTO SCALE) Phone:612-720-4639 t Project# 15.100 Fax: 612-886-2966 � Client Name: Manor Concrete Construction, Inc. www.oswelleacom ' , � a�� Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 +� '#: , • 1/112016 . � ; 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 Optional slab ledge,maximu equivalent metal strap anchors stem height is 12"w/width to �:�: (Anchor bolt clearance between E=`� edge of both wall and sill plate is match sill plate to be 2") Grade to be at least 6"below top of wall �� (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 Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall &48"for 10"wall 1901 E Henne in Ave,#201 - �':�:> Oswell Engineering and Consulting,L.L.C. P �„�,` �*> � . Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 � Description: Frost Wall Detail (NOT TO SCALE) Phone:612-720-4639 '"� °�` :' #. Project# 15.100 Fax:612-886-2966 �.�, L :�: Client Name: Manor Concrete Construction, Inc. www.oswelleacom �'' Client Address: 11225 90th Ave N, Ma le Grove,MN 55369 Page S4 of S6 ��`�' '" '�,:��. a� 1/1/2016 • , . . , 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 (Anchor bolt clearance between edge of both wall and sill plate is to be 2") 3 Grade to be at least 6"below top ""'�� of wall (1)#4 continuous horizontal bar w/in 18"of top of wall m 6"minimum thick cast-in-place �i concrete wall �, NI #4 x 2'-0"long centered dowels w/5"minimum embed wet set or epoxy grouted in Footing elevation may vary below place slab, provide frost protection per 6"wall spacing: , 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 clay footing, larger footing width may 8"+wall spacing• be required for specific soil 48"o.c. max for sand,42"o.c. bearing conditions to be max for SC, &36"o.c. max for determined per Code by others clay LOOKOUT WALL DETAIL Oswell Engineering and ConsulUng,L.L.C. 1901 E Hennepin Ave,#201 ,.�' , '�� Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 :� Description: Lookout Wall Detail(NOT TO SCALE) Phone:612-720-4639 "`� *_" ��a � Project# 15.100 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 '"��ta'' "ie.'�.� ' 11112016 , ` ` 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 wall �� 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" rn 'a� , clear,&(4)@ 9'-8"clear,At contractor's _ ' option: The lowest wall horizontal bar L � may be omitted if(2)#4 continuous v 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 Unreinforced concrete strip footing per Code by others,elevation below slab may vary as required BASEMENT WALL DETAIL Clear Hei ht and Soil Type Wall 8'or Less 8'-8" 9'-8" Thickness Sand SC Clay Sand SC Clay Sand SC Clay Vertical Rebar S acin 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 Ancho�S acin Bolts 72�� 2,� 48�. �2.. 6�.. 36�� 72.. 36,. 24,� Oswell Engineering and Consulting,L.L.C. 1801 E Hennepin Ave,#201 '�,�� =` � : Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �� ` Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 *�` '� ,. ��.r Project# 15.100 Fax:612-886-2966 Client Name: Manor Concrete Construction, Ina www.oswelleacom � �; Client Address: 11225 90th Ave N,Ma le Grove,MN 55369 Page S6 of 56 �#� ' 1/1l2016 - �i rz9rzo i s 11:49 Riccar Heating �A?�}763 754 0132 P.0021004 Rhvec-Re9identlal 8 U�ht Commerclal MYAC Loads El(te 9oftware Developm�nt,lnc. 'RicCar Hes�ing;and Coaling � 1n14qddale Pleroe F��s Ando�er MN 563b4 pe e1„ Pro�ecf Re ort Gen'�lal pro'�et nfarm�tion . r Project'fitle: Wooddale Pierce Res Designed 8y: Kurt RECEIVED Project Date: 9I21115 Pro}ect Gamment; 787 Boulder Dr., orono, MN FEg 2 3 2016 Client Name: Wooddale Builders Company Name: Riccar Fle�ting And Air Company Representative: Kurt CITY OF ORONO Company Address: 23$7 Station Parkway NW Campany City: Andovar, MN 55304 Company Phone: 7B3-75�-A000 Company Fax: 763-754-0132 Company E-Mail Address: Kurt�riccarhvac.com Company Website: riccarhvac.com D"es;lgn data _ � -- — --- Reference City� Mlnneapolls/St. Paul AP, Minnesote Bullding Orientation: Front door faces North Daily Temperature Range: Medium Le#itude: 44 Dsgrees �levatlon: 83a ft. Altftude Factor: d.970 Outdaor Qutdoor Outdoor Indoor Indoor Grains Drv�ulb Wet Bulb Rel.Hum Re(.Mum Drv Bulb Dif#erence Winter: -15 -11.42 n/a 30% 70 25.53 Summer: 88 71 44°� 50% 75 24 ��'eck,Fi u;, s Total Building Supply C�M: 1,238 CFM Per Square ft.: 0.351 5quare ft. of Room Area: 3,525 Volume(fEe)or Cond. Space: 34,344 Total H�ating Required Including V�ntilatian Air: 47,229 Btu � h 47.229 MBH , TaEal Sensible Gain: 27,1A�a Btuh 87 % Total Latent Gain; 4,093 Btuh 13 % Total Conling Required Including Ventiletion Air� 31,237 Btuh IVo�as - . Rhvac is an ACCA approved Manuaf J and Manual D computer program. Calculatlons are parFormed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets bo#h senslble and latent loads according Eo the manufacturer's performance dats at your dasign condltions. C:1UserslKurtlDocumentslElite Soi#warelRhvac 9 ProjectslWooddale Pierce res..rh9 Frlday, January 29, 2p1B, 11:33 AM ' C�1l79I2016 11:49 Riccar Heating �Ax}763 75A 0132 P.003I444 �R+�va�a�e�esnde�ntdlal&L! ' HVAC Loads Eltta Software I�evelopment,Inc. 'R ght Commerclal g Cooling � Waaddala`Piarce Res cAndover MN 55304 p e,� 7"otal8uildin Summa Loads Corpp'on�'nt Aree �an L�'E �eh rotai,. �Dascn tion� � Quan Losg 0�i� �.�in �ain; Andersen: Glazing�operable window,woad sash, u-value 380 9,389 0 9,907 8,907 0.29, SHGC 0.32 4A-6-d: Glazfng-Double pane low-e(e=0.20 or less), 118.4 3,321 0 1,123 1,123 high perfarm2nce, sliding glass door,e=0.05 on su�face 2, any frame, outdoor insect screen with 50% coverage, u-valua 0.33, SNGC 0.33 19N: Door-Metal -Polystyrene Core 44 1,309 Q 370 370 12F-psw: WaII�Frame, R�21 insulatian in 2 x fi 5#ud 21p8.8 11,648 0 1,823 1,823 cavity, no baard insulation, siding finish,woad studs 1560-10sf-4:Wall-Basement, , R-10 board insulation to 343 �,574 0 D 0 flaor, no interior finish,4'flaor depth 1580-10sf-8:Wall-�asemenk, , R-10 board inaulation to 399 9,96�4 0 75 7S floor, na interior flnish, 8'floar depth "i6B�50: Roof/Ceiling-UnderAtticwith InsulationonAttic �779 3,024 � 1,7Q8 '{,7p8 Flaor(also use for Kn��Walls and Pa�titian Cellings),Vented Rttic, No Radiant Barrler, Dark Asphalt Shingles or Dark Metal,Tar and�ravel or M�mbrane, R-50 insulation 21A-32: Floar-Basament, Concrete slab, any thickness, 2 174B 2,9B8 0 0 0 or more feet below grade, no insufatlon below floar, any floor cover, shortest side oF floor slab is 32'wide 20P-30: Floor-Over op�n crawl space or garage, Passive, 33 98 Q 9 9 _R_30.blanket insulation, an�cover __ __ ..._.-._ _.-.------ ._... . _ ___._ ._ ......._ ......------------_ _ .. Subtotals for structure: 35,276 0 15,015 15,015 Peopla: 4 800 920 1,720 Equipment: 801 6,020 6,821 Lighting: 0 0 0 Ductwork: 0 0 0 0 Inflltratlon: Winter CFM:46, Summer CFM: 23 4,212 360 322 682 Ventilation:Winter CFM: 131, Summer CFM: 131 4,754 2,032 727 2,759 Humidificatian (Winter)8.15 gsl/day: 2,988 0 0 0 AEDExcursion:._.. __.._.__.____. .._.._..... . ... . ._.. .__...____.---�.__.-------�--- 4,140_.-�---�-�140 __ . Total Buflding Laad Totals: 47,229 4,093 27,944 39,237 Ghe� Fi,..u��s Tatal Building Supply CFM: 1,28$ G�'M Per Square ft.: 0_351 Square ft.of Room Area: 3,525 Volume(ft')of Cond. Space: 34,344 guildin' I��ds Total Heating Required Including Ventilation Air: 47,229 �tuh 47.228 MBH Total Sensible Gain: 27,144 Btuh 87 % Total Latent Galn: 4,093 Btuh 13 �,6 Total Cooling Required Including Ventilation Air: 31,237 Btuh Notes � Rhvac is an ACGA epproved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J Sth Edltion, Verslon 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. �a sura to select a unit that meets both sensible and latent loads according to the manufacturer's performance deta at your design conditlons. C:1UserstKurtlDocumenislElite SoftwarelFZhvac 9 Proj�ctslWooddala Pierce res.,rh9 Friday, January 29,201�, 11:33 AM 0112�l2016 11:50 Riccar Heating �A](}763 754 0132 P.004l004 � ht Commercl�l HVAC Loarl9 Ellte`Software'Development,lnc. Rhv�c„-Resldent al g Rlccar Maetln and Cooling � WOOtld$�@ PI4fC@ RBS Andouer MN 55304 Pa e�'3 E ui ment D�fa - S stem 9 - Furnace And Air Cooling System Type: Standard Air Conditioner Outdoor Modsl: 13AJN3BA01 Tradename: Rheem Outdaor Manufacturer: Rheem IUlfg. (ndoor Manufacturer: Rheem Mfg. Descriptiorl: 3 ton AC Capacity: 342�0 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Mcdel: R92PA0601317MSA Tradename: Rheem Manufacturer: Rh�em Mfg. Description: 92�0 upflow 56000 btu furn�ce Capaclty: 52080 Efficlency: 92 AFUE C:lUserslKurtlnocumentslElite Softw�relRhvBC 9 ProjectslWooddale Pieroe res..rh9 Friday,January 29, 2016, 91:33 AM . , ` �ECEIVED �--�-- _ ._------ �E�i 2 3 2016 WATER RESOURCE PERMIT APPLICATION FO�� Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed o e t ay fall within their jurisdiction. Fill out this forrn completely and submit with your site plan,maps,etc.to the MCWD at: 15320 Minnetonka Blvd. Minnetonka,MN 55345. Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK. 1. Name of each property owner: � Mailing Address: ��-jr i fN� �1�-Gp vi= A Ciry: � �i�1 State: � Zip: ��l� Email Address: ��SA�s.u�� a , 1'M1 f� Co w�w.. Phone: . • ax: 2. Property Owner Representative Information(not required) (licensed contractor, architect, engineer, etc...) Business Name: 'r'p� � Representa ive Name:P�'�'�,�,3 N v�.V�S BusinessAddress: �j � ��N� � �.�: ��r� ~'� Ci YY��C� �j " ty: �� State: 1'M`�.► Zip:�� Email Address: �t T�►�,v; S � �f, � C� ,,,,��, Phone: - � -� FaY: 3. Project Address: ` � City: d 1� p �J Q State: _�J_ Zip: Qtr Section(s): Section(s): Township(s): Range(s): Lot: '� '� Block: �Subdivision:�STa N E BA �? l.� ��f�ow.PID: 4. Size of project parcel (square feet ar acres): Area of disturbance (square feet): �p �� Volume of excavation/fill (cubic yards): ;,��('� Area of existing impervious surface: � Area of proposed impervious surface: � 8'�� , Length of shoreline affected (feet): --� Waterbody(& bay if applicable): '�'� 5. T e of permit being applied for(Check all that apply): EROSION CONTROL ❑ WATERBODY CROSSINGS/STRUC'1`IJRES ❑ FLOODPLAIN ALTERATION ❑ STORMWATER MANAGEMENT ❑ WETLrLND PROTECTION ❑ APPROPRIATIONS ❑ DREDGING ❑ ILLICIT DISCHARGE ❑ SHORELINE/STREA.MBANK STABILIZATION 6. Project purpose (Check all that apply): ❑ SINGLE F�M�,Y HOME ❑ MULTI FAMII�Y RESIDENTIAL(apartments) ❑ ROAD CONSTRUCTION ❑ COMMERCIAL or INSTITUTIONAL ❑ UTII_,ITIES ❑ SUBDNISIONS (include number of lots) ❑ DREDGING ❑ LANDSCAPING(pools,berms, etc.) ❑ SHORELINE/STREA.MBANK STABILIZATION ❑ OTHER(DESCRIBE): 7. NPDES/SDS General Stormwater Permit Number(if applicable): 8. Waterbody receiving runoff from site: 9. Project Timeline: Start Date: Completion Date: Permits have been applied for: City - County �MN Pollution Control Agency 0 DNR 0 COE � Permits have been received: City -' County—0 MN Pollution Control Agency—�DNR—�COE� By signing below,I hereby request a permit to authorize the activities described herein. I certify that I am familiar with MCWD Rules and that the proposed activity will be conducted in compliance with these Rules. I am familiar with the information contained in this application and,to the best of my knowledge and belief, all information is true,complete and accurate. I under t at proceeding with wor fore all required authorizations are obtained may be subject to federal,state and/or local a inis�a civ' /or iminal nalties. � ``� t� � .� � '��_ Signa e of Each Property Owner Dat�" �,, --__� Revised 7/15/13 Pa�e: 1 of 1 J � RECEIVED Erosion Control 5upplemental Information f i=E 2 3 2016 NO Final Stabilization will be provided with (seed, sod, etc): and 6 inches of topsoil will be added/replaced prior to final stabilization. Concrete Washout: Location of concrete washout Off site _Indicated on site plans _Other(description): _Contained on truck: Vegetation: Protective fencing will be installed as necessary so as to exclude all fill and equipment from the drip line or critical root zone,whichever is greater, of all vegetation to be retained. ✓ Yes _Not Applicable _Other(description): Inspections: An erosion control inspection plan is required for all projects disturbing'/4 acre or greater.The inspection requirements are as follows: 1) The individual identified as being responsible for implementing the erosion control plan must routinely inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. 2) All inspections and maintenance conducted during construction must be recorded in writing and these records must be retained with the erosion control plan and made available at the District's request within 24 hours.Records of each inspection and maintenance activity shall include: i. Date and time of inspections; ii. Name ofperson conducting inspections; iii. Findings of inspections, including recommendations for corrective actions; iv. Corrective actions taken(including dates, times and party completing maintenance activities);and v. Date and amount of all rainfall events greater than 0.5 inches in 24 hours. Provide the following information for the primary individual responsible for implementing the erosion control plan: Name � � � Organization W d Q �L � � �� Vr � Phone (Q�� I u•��a9 Alternate Phone 7S� -3 y.�= Os�l3 Email ��.1� N � wOOd�l►L� �N� �.�G �t s � C,p 1�, w„� I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the proposed activity will be conducted in compliance with this rule. C �r.�- _ ,_ __-- � .. �- __ """-e.�"'� � � Signature of Applicant or Authorized Agent Dat � x . , � � � � � �� . ., > . ti � F� �, �'rf 5 H�Q'� ��^' Legend �,O�O Contou rs — Index <, � �� . � Intermediate ''� �� Railroad �� City Limits ' � Parcels(2-1-2016) Lakes&Ponds � � � � � �� , � �...�, �� . .., ,� �� k.., ... . ! ' � $ . �,.. � � � � � � � • ' ; � • � _��`� . Diulaimer: Thiz drawmg�is neither a legally rerorded map nor a d�rrvey and is not intended ro be used as one.This awing is a rompilation of records,informa[ion,and data 0 47 F22t e lo urced In variouz ciry,munry,and sta[e oKces,and othe� s affecting the area shown,and is to be used for �OBolton&Menk,lnc-WebGIS 33201612:48PM fP<n^ cepurposesonly.TheCityotOronoisnot // ��niP m,a��,��.a��P�nP.P��ora�oPd - • � City of Orono • �:o�vo Hardcover Calculation Worksheet � � _ , `;;�c ^; Property Address: , -,�, F/�, , r�� . 5� c f.7 r_=�.��.�,�..�.. `'KFSH�at Prepared by: , Date: '� i -. :'� 2 3 `- � � :.-,iP�a_,��',' � 2��.. Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier��Y OF �R�NG Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example (Garage) (24'x 30') (720 S.F.) A ' ",C °' ' ' - a' "7'� S.F. B � ? ' '� �'S�' S.F. C � S.F. D T �^ < S.F. E *+�'� "� • � S.F. F � � S.F. G � '� S.F. H - ~ '' ' S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover zy':("-' S.F. Excludable Hardcover See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F. Existing Hardcover Percentage [(3)=(4)] � % (Proposed Hardcover next page) Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 16 . B " 20'x 24' 480 S.F. C T'�'��(To be removed) '�'-.��-'"'' '`''�� D Deck 12' z 16' 192 S.F. E Deck stairs 12's 4' 48 S.F. F Front steps&stoop 6'�8' 4S S.F. G Concrete side�a�alk 3�x 32' 96 S.F. H �Fa�e�vay-a}�r•er� lTo be removed) �Q•��n• c�n��c I Dm-ewa 14'x 60' 840 S.F. J Trian ular art of nei<�hbor's drivc�aa 3�x 12'=2 18 S.F. K Concrete air conditioner ad 4�x 4' ]6 S.F. L 6a�dea-shed (To be removed) �z -�98-�� M Stairway to lake 4'x 70' 280 S.F. N Lockbox by lake 4'x 5' 20 S.F. O Retainin ��all��ithin 75'of lakc ]'x 48' 48 S.F. P Retainin wall not«ithin 75�of lake I'x 60� 60 S.F. Q New attached _a�ra�e(To be added) 30'x 32' 960 S.F. R New drivewa a ron(To be added) 30'x 30' 900 S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover 5,806 S.F. Excludable Hardcover: D First l00 s.f.of pervious deck 100 S.F. J Triana larpart of nei hbor�s drive�vav 3�x 12'=2 18 S.F. P Retaining wall not�rithin 75'of]ake 1'x 60' 60 S.F. S.F. S.F. 2 Total Excludable Hardcover 178 S.F. 3 Net Proposed Hardcover [Subtract line 2 from line(1 ] 5,628 S.F. 4) Total Lot Area (100'x 240') 24,000 S.F. Proposed Hardcover Percentage [(3)_(4)] 23.45% Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 15 a �' Hennepin County Property Map ��cP ��0�2�,� '� ",r�� , � � ;� �'g,r� � �� '° ��:• � ;�,,,;.;�?� � �,� .f:� �qn�:' �IM� r��..p ' ,�d..... r�*'��'�'�'�,. �'. i: � {�, .,��_' , l�,. �.. �° '� 9Y��"4a' .. "��+P a� � g' �r. ;'�' i .��,i"" �. ffi�. .�,�.' , _ +�., t� • ♦ �r'' ' q. '# '��r+Y:, ' f i•� � � .� h¢x�.. a� ! 4 �r.�.�' .,�� ', �AI�'�.� �:¢� 4� � .�_:��e � ' �1 � ,T'� �j+r. �aR`"� �p . '�" w,Y":�_�''� ,. � � 4 � s A��" �`- u "P'� ",�M � � . �� ,� y� �r �� ,� , �F ��„Np.�, �� .� .',i�r. ��.'`""k, � �. t �v'�C"� . � - � � �. � � ` ,a � � � �� '`� ,.;�� i �'� * ,aq� . . r 4�N,.� r• _ ,r �,, � . . ,�"�°:�'� ��e..' y�t�``; ��,4 +�'K, n.— ...�,. „� � �s "1"'. ��,� � . �'�, :� _ .._ � � � .,w�.,,� _^.. . .„,.�. . .. �.. ��R-" ,�,.�� . . . ��+��•..r��. ��.«F . . . . . _ . �k ��- . .� p ` p � +t �. :� �� . . t ,w+°. '` � � . . . �, � o� -a� F i�� .w �"�rs,: . 1�.. , .. ra. . .. y I o-F :..... .� ..c., ,. .. � � ... � . — �� , � ��"� � "`� > M1. �� .� ;�,� �, ��°�. � �� '� � • i5 �.. . � �� . ..,. k � 1 .. . � , , . � , _ ; ,t f � ^�. .. ,�,�, :, �� ,.�, ,�,,�,., > ,� ��*� �� * - � � � _ ;�� `,,,+�' �'.�^"��,°., , '"a � , �. '� , -, � _ , -��. ,�°` �'�► , , � �� " �_�, � ' �; . ;� 'y ��; . LL �,`,� : `, �, � . �� ,�:;.� � � 4 } "� � y�� {' � � �� "` .� , �;"` ` �'°l�� '� �,�� .,, i ,. ,� . , r ,, � _ � � a .�� , �_� s '� � *� ,� 5 ;U�� "� " _ �' � ' " _�, � � • � � -�".�'^"""^^ � k �>w � �4 �;^;.��`, .�*. `ea '�r"»�"! _ .�, a-S ,�w, . � , r �.' =a ,„ �� r�f`,y;, ��'�� #� ��, } �` �,, ., _ _ , � `� ,�,F, ►:��,�`' �� ,:� �' 1 inch - 50 feet �,� �r � PARCEL ID: 3311823110132 Comments: OWNER NAME: Stonebrook Dev Llc PARCELADDRESS: 787 Boulder Dr, Orono MN 55356 PROPERTY TYPE: Vacant Land-Residential HOM ESTEAD: Non-Homestead PARCELAREA: 0.15 acres, 6,751 sq ft A-T-B:Abstract MARKET�/ALUE: $110,000 This data(i)is furnished'As�s'witn no representation as to completeness or TAX TOTAL: $1,565.40 accuracy;(ii)is furnished with no warranty of any kind;and(iii)is notsuitable for legal,engineering or surveying purposes. SALE PR�CE: Hennepin County shall not beliable forany damage,injury or loss resulting from this data. SALE DATA: COPYRIGHT OO HENNEPIN COUNTY 2016 SALE CODE: . � MINNEHAHA CREEK WATERSHED QISTRICT 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, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. �(� � issued to: Stonebrook Dev LLC Permit No: 16-117 Location: 787 Boulder Drive Orono Purpose: Erosion Control-Single Family Home Date of Issuance: 3/29/2016 Date of Ex iration: 3l29/2017 By �rder of t �� Board of �lanagers � ,�ry �. _;_,�'. �� '�' � s�-.,-.� R�hel Workin Dt��rict Technician This permit is not transferable without District approval, and is valid to the date of 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 permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on March 14'h, 2016 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and furure generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org � � MINNEHAHA CREEK � 3 WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analvsis/Monitorinq Fees A site inspection and monitoring by District staff wiil be performed where the activity invoives: • a commercial/industrial/muiti-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques 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 by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. ....................................................................................................................................................................................... ....................................................................................................................................................................................... ....................................................................................................................................................................................... ....................................................................................................................................................................................... 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org ,• - � . � .,. - _ :t' � "� � , ` W 4 F � N — L W N J+ W — ;�� ' ~/. �;. � ` ',.. 0 � � .� r � .� I� Z � � � �,,I#� � . � �; ` � �1 ? r m , i� �� mA � � � � � �i � ��1� ""�t` . • � 4 r � � � � A A � ��4+ f G 3 Li r C� w � v� 't1 v � L� F � a . - . mm � m � � v� Ao = MA �t' � �i s "' � � � 3 F { � � � � � m � � � � � � I�<i iB �� ct � j mA AA � � � k � � � di � '`t �F �� .. E 6> ? --� n� N i �'`' � � � � $ � � � 3�S �� R � 11� � � � � � � � � � R� . � c� Y Y � � � m D ' � Y � � � ° r Z � b Yv,M � - ~�� r r � ,. � � � ,�, . � � � & � � � �, : � � � � � � 0 � �� c-=- � ° `�� ° Q � _� � � � � � � � m $ � , Q � v �� _ � • ` � � � _ � � • �; � � w �� i ' o�� - m " �l lP CP ,yY � �; �� W �,• X 4 � � � � � �- � � � � .� �, � � < � . m m m ` o , � z • T ' D ,` � � .' � N •` �D r- • �j '!� � I � �' � � � m �\ � . � .� . � � _ _ . � � ` _ __+^'i, '. � • � -� - •. , 1 � � �, •. ,, �, . �, ,W - ; � `�,,x : �•� . m ,� • � = '� x v, • ` � � . -7I � ` • V, ( 1 � I r •, 111 y ,� \ � , ` �� `. � � ("C\ "�'`..; � 1,' ,� � � -1 � � - D " � � z m � .` � � � � � '- � � D o �� . �. � � � -. . Z m � � " �- '- � ` . �. � a � � � �. � � � � . v � � � . � � � � �- �. � � � _ � � �-. �. .� , � � � � �, o Z�� -; � � . � � � � � � • � o ,,, , . .. _ _ _ � � j � • � � _ _ ° �. , �F m � " _ ____ ' � ' � . � m �N A i � � ___ =-m -- - -- i ' , . Q ti C � � . w � � . � _ , . o � zc � , I .O -. � . (� . . � ... j w / � �,z � _ Q� a � w j Z ,i. -=�-�_- ___._ �!1 � �f dd�v� F m o � -- -- — — i = ' ' • � � 3oE.�'��'� F > � � o�a ; o �� i^a+�a�°x'�n'� Z A F ' o�t y 0��O�� D N � � ' O � �GaC PI �� O'f��R�� 2 •` • / ' —I ' '��'. ��'$c" �s �o ' � • � ��a�� 3 �, � • � Q.� ��-3 N NC� • O CC �N3��W N � „ • � 3 f�a�v � ��n�� s � �, � � �� 3 �' t � Christine Mattson From: Christine Mattson Sent: Wednesday, April 20, 2016 9:40 AM To: 'Rose Anna Bradford' Cc: Mike Gaffron; 'Sean Walters' Subject: RE: 787 Boulder Dr- ? driveway surface material approved Attachments: SKM_364e16042008350.pdf Good Morning Rose Anna, I've spoken with Sean at Wooddale Builders and confirmed the rock shown on the proposed survey is the construction entrance. I've attached a copy of the approved survey highlighting the proposed rock construction entrance. The rock will be removed when the project is completed and the driveway will be asphalt. Let me know if you have any additional questions. Christine� From: Rose Anna Bradford [mailto:roseanna.bradford@gmail.com] Sent:Wednesday, April 20, 2016 7:43 AM To: Christine Mattson <CMattson@ci.orono.mn.us> Cc: Mike Gaffron <MGaffron@ci.orono.mn.us> Subject: 787 Boulder Dr-? driveway surface material approved Christine, A question has been raised regarding the approval of the material used for the driveway of this unit. I have attached a copy of the documents a homeowner obtained from the City web site. What material is approved for the completed driveway for this unit? Thankyou The StoneBay Community Assoc. Rose Anna Bradford 612 201 3591 � � , Ci of Orono oRQ'�0 COP� Lot 7-8, Block 1 , STONEBAY �,,,.; � x,o,a.4 accordin to the recorded lat thereof Henne in Count Minnesota O Pianning 8 Zoning Plan Review - ____ � -____ x,o,a.� 9 P P ' y--I _� -7019-_-- Site Plan Review Date: �'I �� x,o,9.5 x,o,9.2 �6. x,o,9.4 Address: 787 Boulder Drive, Qrono, Minnesota � . � �;;;-�_ �__ ___._ � .+ '''''- -` �`��- x,o,9.4 House Model: Elevation: �^ \ -- _.._ a,3p � x,ozo.s ,,,. v� o APPROVED 4°5 ,...•••x',ozo.9� ':��SR�o � _. Buyer: Keller � � � i a. � N7 x io2o.a � xA, ` ^C� o <,-, .- � �ti S � N � --(aU20:Oj-' �� J)> x ioza.a .� � � � ❑APP `�o� -- -�_. DENIED '�'se '��g 25�39 .. ��.• �� F � .. ❑ �\ ��R '�iC 1021.7 - �> � � ~ � � \�02. �5�06� o�• � deck o 5 - `� � Q z w I �K;� _��,• . a- . statt: '�� •''' �°2jrsoo --- c,o2o.s� '� PQc�o ;o ��;'�,, RECEIVED �+-+ a� � x� \ � �x iozi.� 0 15.33 0 - -- �� C� � House � • \ 2.67 0 o N � � � o 0 � `� ��. � �� ,� _� N � ,o.00 -' i� X,02,5 �� MAR 10 2016 � � �.c � �' '\ \ ;� 2`� O � � O � � N 1028 4 �� X 1 _4 / i �. � � O �D � � _ , 2�� , �� °2�� ; .,rj2 0�- --- � _ CITY OF ORONO � � � x iozb,� •.` 24 Proposed _, I, � � � taz .i � • � , 1 � Housex zi.� � (n � � •� a i � � �K io2s.s� � 1 9'xF.B. _ ' , � f � -� / � � C3�o ;� '�0� i.s � I ��,� . �cy� � 'p p ��p S, � �'�� •- ; , Q� . J �. /��.-_ 27.7 �j . `�6 ' 1(�23 � •Ot3 - L.i . f .. . �� (,!� � � ' \ X 22.5 1022.5 � �� _p�'� i �/ `� �- �, � � o _ _ _ � iaz$.z � � ioza.a � � \ Xozs.�f - - : �+ , tw=1025.5 i�J _ /� �i ssa�. io� . � x r 3:c � bw=1023.5 � . --.. x ioz • __ _ .. , _�.___ .....___... _.�., rnc 1 � 1 ��(� r�t `.r O � 7 L.e_ , tW=��28..5 � _.J�^'✓6._1� 7?fi� LrA-c.C..s 3� G�.C.SfJI ioza.a , io2e.a � I "-i �x i -p_� �1 0 ' � bw=1026.0 � �' •� ioze s , � Z h� `510.5 '�' ; Exis • -7`'"17�f„^� Ln ?-s�+�.- h�t/Gsi7'_ r'- �?�.E . �o �.� -- -- ----- - ,r. . - r�02� -% ; : ting � �: ♦ Hous U0��2 vrw�-- A-.� t�+rG•-�C2Gfl ,, / � porch � ��s� e i e �..iLL. �.f�� 1028.2 26.� �-� _� / 75.00 vi X 102 . s � � , io3o.s . ,02�� ,oz , �z9.o 6., ,__: CiTY �F ORONO � � � - ° � ��, � P�oPq�o ' + 7029 6 SITE PLAN � GRADING �.1�N � � rozs.e� �rage � D�� , � ,ozg.o ' p O APPROVED I � o 0 0 z z� N � ; � � � � , p 3$' �� .APPROVED WiTH ��^''`~'r , � �v � � N �, Scale: 1' = 20' �� t i Hold down grade o `� o �5� w�$'`� � ' 3 ❑ �ISf1f�PfZ��/E� I L a �� t o m a i n t a i n 4:1 - � � � �U� # - � �, B e n c h m a r k: a_��o � � SIOPe. iozs.� � �' Existing o BY Top Nut Hydrant ;�=o�M. o'o �•9.2�g 23.00 � Brto,r��ous �� - � � �� /�� Lots 2-3 Block 1 z-�� a.. ci. io 25.z �- zz3� ��;v eWa - Elevation = 1031.77 �� $'� �02�-----' � ��. � � Y_ ._ _ . 1027.5 � COf1Stl"UCtIOII NOteS: -� �� \ aI Q� �. .-. �28 .� `I -. X 000.�0 Denotes existing elevation 1. Construction entrance t0 11Se existing driveway. ��0„E 31 � � �� • ' ( 000.00 ) Denotes proposed elevation v� o 2. �f 1 5 t 4�� S l�t f e n c e a S n e e d e d f 0� 2 f O S l O f 1 c o n t r o L ' �0 5 8 � �J i I � Deno tes drainage f l o w d i re c ti o n a v 3. Sidewalks shall drain away from house a '.N� 1025e� 2�� ioso.z � Denotes spike }V�,�� minimum Of �.��. l\ � ;��ZSZ�` ��'-, � �.6 29_9 � � _ ......... Denotes proposed erosion control N" � `�� 4. Contractor must verify driveway design. ` ! � • ��.�' Q� � 'o�,. . � L � � J Denotes �� _ �"�[ �� q�7g-.,.� . proposed retaining wall designed and built ,�,� o , ..1026.3 �� s 5. Contractor must verify service elevation prior to iozw.o ,��026Z , •, ,,,,,,i,,,, -- by others. � a ��a ioza.z 3 ConSt�UCtlOn. /� � � 1 ;� �_.� � � Denotes proposed rock construction entrance � s � 3 6. Add or remove foundation ledge as required. -- -'�" ____ _� qN ry.y .._o � � � o.w 3 .. .. ,0 - ryp � Q �o ,°a� � ° Lot 7 + 8 area = 6751 SF ��'' J � `'�` e House area = ?586 SF � � 0 0?`�� Porch area = 99 SF � ' General Notes: �'� �v C Patio area - 99 SF - � 5 1. G r a d i n g p l a n b y L a n d f o r m l a s t d a t e d 0 4/1 7/0 7 w a s u s e d t o �DC D y We hereby certify to Wooddale Builders that this survey, plan or R R'l i D r i v e w a a r e a == 3 9 Q S F report was prepared by me or under my direct supervision and 7 d e t e r m i n e p r o p o s e d e l e v a t i o n s s h o w n h e r e i n. V E T o t a l I m p e r v i o us A r e a - 3 1 7 4 S F � � 2 This survey does not purport to show improvements or Impervious Coverage = 47.0 % t ha t I a m a d u l y l i ce n s e d L a n d S u r v e y o r u n d e r t h e l a w s o f t h e encroachments, except as shown, as surveyed by me or under my State of Minnesota, dated 10/17/14. x o direct supervision. � Z `" � 3. Pro osed buildin dimensions shown are for horizontal location of Lowest allowable floor elevation : 1020.0 < ,'!; � p g Signed: Pioneer Engineering, P.A. � structures on the lot only. Contact builder prior to construction for � � approved construction plans. House elevations Pro osed / As-built � ` q � W 4. No specific soiis investigation has been performed on this lot by the �Y ,� � W � : 1021 � s u r v e y o r. T h e s u i t a b i l i t y o f s o i l s t o s u p p o r t t h e s p e c i f i c h o u s e p r o p o s e d L o w e s t F l o o r E l e v a t i o n ( .0� � _� is not the responsibility of the surveyor. ; 102y � Peter J. Hawkinson Professional Land Surveyor � y a� o Top Of Foundation Elev. ( � � O�O�O �OpY Minnesota License No. 42299 � � � ° 5. This certificate does not purport to show easements other than �� W those shown on the recorded plat. Garage Slab Elev.,@ Door ��102�•3� � erna'I-phawkinsonC�pioneereng.com ^ � N b o 6. Bearings shown are based on an assumed datum. w � N � O ��( 8ou ld.w �r� Lp►t� -oo►57 N o U/ �i nQ(� T��rn;l til Llrn.U . Christine Mattson From: Rose Anna Bradford <roseanna.bradford@gmail.com> Sent: Wednesday, April 20, 2016 7:43 AM To: Christine Mattson Cc: Mike Gaffron Subject: 787 Boulder Dr - ? driveway surface material approved Attachments: 787 Boulder drive driveway Orono approval 3-11-16.doc Christine, A question has been raised regarding the approval of the material used for the driveway of this unit. I have attached a copy of the documents a homeowner obtained from the City web site. What material is approved for the completed driveway for this unit? Thank you The StoneBay Community Assoc. Rose Anna Bradford 612 201 3591 � Have you seen the attached "Approved City of Orono Planning & Zoning Plan Review, Site Plan Date 3.11.16"? 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WooddaleBuilde�s a... ,.�,.amdi-�si. va�,.r,,.m.. n.:mnai.aue P„i��:�iaamom 61+e.��iaa� �nmeaux^iyu.ueissim ...M�g�^ ��saB o.w.Mkm vmm�On)HsoL�/eu:(sfqxsmw mxai�va�s.:�a. City of Orono OR��O COPY �ot �-8, Block 1 , STONEBAY x,a,sa � i'lanning&Zoning Plan Review ___ according to the recorded plat thereof Hennepin County, Minnesoto �O ___---� . . X 101 BJ oO _- x,o,9.z y � Address: 787 Boulder Drive, Orono, Minnesota � x,�,9.5 � �6• x,�,9.4 Site Plan Review Date: � �� »E ..., x,o,9.4 House Model: Elevation: � � � � ,3 X,o2o6 , APPROVED `� � 14°5a .,,..••••X',o2o9�� ' . B y r. Keller � • ` sA�o u e ' � � [)APP �o a�p ), x iozo s : � xA. "' ��,.•' ,. � � O m N �� tiNs� �) ,��39 .••• -�aA20.0)- •� ��3�� x�o2o.a � o � � ❑DENI�D .� .� ..,,.. • � •, �� * � �xo�cioz,.� �� deck �, ` RECEIV Q � � � ��2\�. � .�5'06 0� �o .s � � : -=- ' (7020.5) Patio ' �� "?, ED � � � � M, -- � � � - -- .,.••'' t5.00 ., .--� _ `� Staff: , , X,oz,.� % -- �5.oo . ' u � ` •' '" � 15.33 0 - _'----- � � House ' �' ;- � � 2.67 ro ' � � °' ° v { , , , N /� ,o:oo , -, �oX,o�,S �` MAR 10 2016 4� � � � M � '� � ` � � � ° � . <� � , � � io2s.a \ : � x� ��t`a ,� � � � � � � � � '. _ '�z'_s x,o�� 3 , ` � Pro�ed % i o. � CITY OF ORONO � � �' ' � ' -� � - �+-� � o -- �oz�_i � • � � Housex z�.� ,�- : (n � � ,r--! n r� � . � K 1025.9 ` 9 XF.B.w�. I � i � -. �O � :�'9021.BT f�� i w' Q � . � � . � . ^l . .. ,O. : .. . „� ' " . �. �1/ . . 27J • ,: 1022.3 f � I� � ' � � . � / � W . � ...,.. r� XX 225 , 1022.5 `r .. - � v I 8 ' � tw=1025.5 �� ioza.z � �i : iozs:�l ---- i� � �o2e.3 (r1 ; x I ^ : � i�J • zs.a�( � ;' ' ioza: -� _ x� 3.c �� , bw=1023.5 I . j i. x i oz • �_ p _ � � i 1 • J�A T�� c��v-�c..s .�� G ; ;, o � � � ; ` bw=1028.5 � -�� c,�sL,, �ioza.a � .� ./ � iozs.a : ioze.s ; `'� � 'x� z� p_�9 ir 1 : w=1026.0 s � ``' 10.5 � -1`hti1+��/ L� -1-�� I-�tuG�� r= r.�£ : � h• _ • Existin � _ ; ;� -- iozz __ ; rr �, � ,� ._ 9 • io�i _�_ � � HoUse Up��2 vr+��-- � }}-� t/�G�-`�LiLt� ^. 1028.2 26.� � � � ', � � � �5.00� �ri ��X 1028.3 1�3D.9 � � �/�� ' � . . . � •.I - cv . � 1029.° CITY OF ORONO � ,o� � ,��,oz� r � o�� s., __ • � r �� - . o � � ��: �� ' �� '�P��P�o� � ,°�� SITE PLAN °� GRADING��r4N = o io2e.a`� Gorage � ��Cl�p�� cfl � � , �,ozB.o p O APPROVED o o N $ � fr � � � , 38• �� .F,PPROVED WITH ��...,� �; � � N �, g 0 3 S c a l e: 1° - 2 0' o v a � � � tiHold down grade � jr ,� �51 �a I 0 �ISAPPfZ��/E� I L G� T r� to maintain 4:1 - / ` ' � r � 't iozs.� �' tf � Benchmark: _ _ � � slope. � Ex;shn9 �� S Y Top Nut Hydrant - o•� ' ; �9.22 .' �23.00 ;' B�tu C ,�A Lots 2-3 Block 1 = � �V: c w 1025.2 � r-- f 27.3� Driv waYus . .. D C �� 2-�� `-------' ' . . o,g.I -�,5 -� � Elevation = 1031.77 � to2i.s �., Construction Notes , -P: � Q r2 6�. �a,0 4 f� X 000.00 Denotes existing elevation 1. Construction entrance to use existing driveway. � „ I � 2. Install silt fence as needed for erosion controL oG8?J� E � ( 000.00 ) Denotes proposed eie�at�or, �x o � :1 � � � I � Denotes drainage flow direction �� 3. Sidewalks shall drain away from house a �N7 � �� minimum of 1.0%. �''., iozs.z �ozs.e� ,��s zs.s302 � � Denotes spike }�� , -� •,� � � , �� ••••••••• Denotes proposed erosion control �K� F `�`� � 4. Contractor must verify driveway design. , Q � �,. � _ ,^�c 5. Contractor must verify service elevation prior to �oZ.�,o ' �Q�'' � � J Denotes ro osed reta�r,�r, waii des� �ed or,d b��it ' , � to2e.3 �� P P 9 9 • � v�v,.� t024.2 . .- X.:1026.2 '• ••••••�••••• . �.- by others. a �o�o n. construction. �.-- � � � � •• •• 3 6. Add or remove foundation ledge as required. � _ Qry"� ry,�9 0 � � �'e�ote5 P�oPosed rock co�str�ot�or, er,tror,oe � G ; 3 . . -- � .�O . � ryb. � z ' < o 'o�,� ,, � Lot 7 + 8 area = 6751 SF �N^ '0 2� � House area = 2586 SF r �'�J r ,02� �''� � Porch area = Sa9 SF � �, General Notes: � �uLDCp Patio area = 99 SF x L Grading plan by Landform last dated 04�17�07 was used to C►` D Driveway area == 390 SF We hereby certify to Wooddale Builders that this survey, plan or determine proposed elevations shown herein. �'�E Total Imperviou� Area = 3174 SF report was prepared by me or ucder my direct supervislon and � � 2 This survey does not purport to show improvements or Impervious Coverage = 47.0 % that I am a duly licensed Land �urveyor under the laws of the encroachments> except as shown, as surveyed by me or under my State of Minnesota, dated 10/17,�14. � r direct supervision. � ; � �-0 3. Proposed building dimensions shown are for horizontal location of Lowest allowable floor elevation : 1020.0 J �'� v Signed: Pioneer Engineering, P.A. '� � structures on the lot only. Contact builder prior to construction for � o v z approved construction plans. �� o � w House elevations Pro osed As-built � 4. No s pecific soils investi gation has been performed on this lot b y the �, � � surveyor. The suitability of soils to support the specific house proposed Lowest Floor Elevation :(102�.0� � B Y _ � .� � ORONO COPY Peter J. Hawkinson, Professional Land Surveyor � a °' o is not the responsibility of the surveyor. Top Of Foundation Elev. :(102��.7� � = ? � n. Minnesota License No. 42299 c ,� 5. This certificate does not purport to show easements other than �� those shown on the recorded plat. Garage Slab Elev. @ Door ��2��•3� � email-phawkinsonC�pioneereng.com I^, , j N C N 6. Bearings shown are oased on an assumed datum. ^ � N � O ��"l 8ou ld�w ar� Z,p►(o -oo►57 N�In/ �r�(�c Fumi��/ l-�JV�k. � r � y _DqT��`^ TIME CITY OF ORONO CALLED IN �o<<o ri INSPECTION NQ�CE SCHEDULED �� PERMIT NO. ��t�� r �bMPLETED - ADDRESS o OWNER ELEP E O. 9 CONTRACTOR � � DESCRIPTION r� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC F AL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCA�GRADING/FILLING y/ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ❑ 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 _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � �Cx.c.c��16K, !c/6�piv��..-� ol r�+-Sc�_ �� ¢ � O � 1�U �� e �� f/1�� -f-��c L ' 0 � W � Q _ � � �t Cl �. i n S��c��,--., o� ��.;,, b��e z W � W � � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑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 WILL REfURN ❑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 sit� Inspector. f'�+^' White Copyllnspector's Ffle Canary CopylSite Notiee -, �- � � � � � � DATE TIME CITY OF ORONO CALLED IN ='-�7�� INSPECTION NOTIC SCHEDULED PERMIT NO. ' � ��/�7 COMPLETE ADDRESS - / 4 � ,��C' c � I C�'�'h L '� OWNER TELEPHONE NO. �'�`'� `��'-�'� CONTRACTOR �`C-'C �P �`d/�� DESCRIPTION � �� - r�� ` �/-�� 4� ❑ FOOTING ❑ DEMO-FINAL �SEP FINAL ��'�I'�� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y �UNDATION 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 _ v ❑ DEMO-SITE ❑ S PT C INSTALL � OWNERICONTRACTOR TO M��ES_NO ` � COMMENTS: _'_ �.i�r6•�./,�s��,,�o��s-�+ r�t5l�/ ' b� W (,��a svr '+��%� �/ �'G�i�' oC ��i�p�"�Ci C � � � ?S/�C � b�c��`1� -i 0 � W � Q � 2 W � W � j W �P6RK5ATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE WrO CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CO'VERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN O STOP ORDEN POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next ins 'on 24 hours in advance. (952� 249-46�� OwnerlConVactor on sit� Inspector. White Copyllnspector's File Canary CopylSite Notice ��i �� i, V v � DATE"� �� TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �/ _�� PERMIT NO. ��I lo�� c E� ADDRESS o a��k ��-�' ,a_��_ � . OWNER TELEPHO NO. .� CONTRACTOR a ��" r� '�� DESCRIPTION L��C� �'�'� 4� ❑ 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 � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S P�IC INSTALL 2 OWNERfCONTqACTOR TO M�Y�-�ES_NO � COMMENTS: (�n�� C� _�� W a � J O �. � O � W 2 Q � 2 � � �� `� W � � j O W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY �Y O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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. �9 -46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notiee �j � �,f v C� DATE TIME CITY OF ORONO CALLED IN �_ INSPECTION NO ICE y r-��''� SCHEDULED __�� PERMIT NO.` W COMPLETED ADDRESS �� C'l� I C� ��_ OWNER TELEPHONE NO. �� `�'I-II SO CONTRACTOR ��C�� CYY�C�� ',�-r-- /� � � DESCRIPTION �-- ,� �--� + v C�"l�l-, �--�� 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 ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP FOU DAT REMOVA J ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNERICONTRACTOR TO MFEf�II i•L�YES_NO v�i COMMENTS: " `S �f ¢ W C � J O � O ' ' � W � Q � � 2 W � � •.a ' ` � �. J G. W 'SATiSFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. � Call for the next inspection 24 hours in advance. � 9-46�� OwnerlContractor on site: Inspector. �- White Copyllnspector's Rle `� Cenary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN �C�� {/'Y INSPECTION NO 1�. — ��SCHEDU�ED � � PERMIT NO. cOMPLETED ADDRESS �� la �� Pr �� OWNER TELEPHONE NO. � ��'�� CONTRACTOR ��`�� l��%�� DESCRIPTION l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL � 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � c�.� COMMENTS: � W � � �4 6�'( /'�G,� `Jc�Q� 0 � " ,bcNc�►'�b=to — ��P — . i o�wZs 4�e ° ��m� - W � Q � ' �� 7G 4K��K Z • wtval�� ` �JhaK a o 4��.�.c � � a o�%�SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: Inspector. �*-- White Copyllnspector's Ffle Canary CopylSite Notice �/� c_�� / DATE TIME �' CITY OF ORONO CALLED IN INSPECTION NQTIC J SCHEDULED - �I •� PERMIT NO. �J �" � OMPLETED � ADDRESS �7 � OWNER E HONE NO ^a -' CONTRACTOR � DESCRIPTION Ir 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 �j3AMING ❑ 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 ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: ��- � �- � � W C � /� �/'bU 1 d�t. �oy�taQ,[��o�.�, ps-�!4•� s(iitic y '' L3- y -�'.�.�. .N S . � 0 � W y/� ' � /!v /�l✓'r,��G�[O ^� �6i1� Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑ TOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED NSP N REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: ,��u/� . Inspector: �- White Copyllnspector's Ffle Canary CopylSite Notice ✓ � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. �-�►�0 ' OO�S 7 COMPLETED l� -i� - I� ADDRESS -1`�1 �Gu�+� �- OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �) � (/��'�� U�� 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 4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c��, COMMENTS: � W a 2 � O � � O � W � Q � 2 W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORHECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. 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C � +� V � � Q � � O � � � ,L � Q � C�r- N� � � � Uc0 C� � �N � -o � v� od- �n .��c0 � � �;:_�_. � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _ � PERMIT NO. �-L� �'-C�I 5 7 COMPLETED ADDRESS � � � ��;:�. 1 ��'t- l� �� OWNER TELEPHONE NO. ��oZ '��`l�i CONTRACTOR � d / � DESCRIPTION �� I ' � Ir � tl� ❑ FOOTING DEMO-FINAL ❑ SEP FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �RAMING ❑ 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 I J ❑ DEMO-SITE ❑�SEPTIC INSTALL 2 OWNER/CONTRACTOR Tr O MEET,YOU_,Q�ES_NO _ � � COMMENTS: � D��r�d�4�ic�, �s��. �/c'��6'l�-r� a ��ec y (�c,�, `��/_ �� . o� j ro��q e � ` j /yyc�f �L. l.L at « o-� ,^� f � � ' f � - t ; xs� s �s ,w � � �Of'�O¢ XG /laad¢ij prri�.�. W rw�ecy �i`.Jrs.sL toaK�� Kd�J p� _ A/un. /� �i�.a�s� f+a� �x�st''i:�.s cz�cc��a� � ��c�r ��l,..i, /d `e�s// .D/4�e�r�t�.ra� 1� W f�trEi�n �'-s •! Q r% /l1,5 4�J -! S�rl, GG��Q Z �Ps� � � W � � � rra��d-d �J�- � ��1�✓_ J 0 W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT 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 ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: /.�'��I Inspector.5�� C/ White Copyllnspector's File Canary CopylSite Notice DATE TIM, � CITY OF ORONO CALLED IN �� INSPECTION NOTIC��S� SCHEDULED PERMIT NO. �f� COMPLETED ADDRESS / �—Z �J c��Pl c-��'/- �l'� OWNER TELEPHONE NO. �� `� �� CONTRACTOR - �/t-��-L� �' � DESCRIPTION �� '�\j'� "��AJ� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ EPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:�YES_NO y COMMENTS: �� - a � J O >. - � O � W � � �� 2 W � W � J � W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advan ec�. ��-�9-4600 OwnerlContractor on site: � Inspector. ° / '� White Copyllnspector's Ffle � Canary CopyfSite Notiee -��- �� ,; DATE TIME ,' CITY OF ORONO CALLED IN INSPECTION NQ�TICE �/��S'"7 SCHEDULED � � � PERMIT NO. �-�' ��' �� COMPLETED ADDRESS ��S � �� 1 �-I�� 2- . OWNER TELEPHONE NO. ��'� ��1-7 c�L( Z� CONTRACTOR / r C_�-A��` � � C�r . � DESCRIPTION �t �� W ❑ 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 ❑ 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 ❑ S PTIC INSTALL 2 OWNERICONTRACTOFi TO MEET YOU:�YES_NO y COMMENTS: —`^ � a �as��.,, N� - 6,� 0 - GJcc/l �G r�� ,�/'ov e�✓� — �. � O � W Q �Atro�� ,�c✓.yr:c �-8 rsr s.�� a W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �t'AFlF�ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0�O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�0 OwnerlContractor on site: Inspector_� � W�CopyAnspector's File Canary CopyfSfte Notiee DATE TIME CITY OF ORONO CALLED IN -�—,,-��- INSPECTION NOTICE SCHEDULED 'l-� _1�`�' PERMIT NO.��(D"�l�� MPLETED ' ADDRESS � g 7 �v`e OWNER T �E NO. CONTRACTOR . � eA-r1 � DESCRIPTION � � • � ' W ❑ 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 � ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � ^ � a � �J z.�./�i�s a Tl�l�� GZ/Jl�� ir /!'I,U�izh� � J O >. � O � W � Q � 2 W � W � J � �WORKSATISFACTORl.YR68EE9 ��/PROJECTCOMPLETE � ❑CORRECT NfORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION -=��TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (g52) 249-460� Owner ontract n site: S�h Inspector_ ��''y�� White Copyllnspector's Ffle Canary CopylSite Notice , , \�� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. Zl�J��0' bO�J�T COMPLETED ADDRESS�1 �� ' OWNER TELEPHONE NO. CONTRACTOR � �; DESCRIPTION �� l GI C�t rV� �1(� V�� 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 ❑ 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 ❑ SEPTIC INSTALL Z OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENI�C Jc.� J lJl�I� c � a o , ' �-� ` s "" ` , �� '� �� l« �.� 1��- m .� ,�� , o . � _ � . �� , '�., � � ,�� W � � oC ,( ., n r: Q �'/ r... �' (�!G2( - z �' � �� ,,� �� %�c� � �" � � ; c�� cz �� l�s �-� � i�� W / � ��i ��1 ��4�� '� � � J � W ❑WORKSATISFACTORY:PROCEED ` �"PROJECTCOMPLEfE � ❑CORRECT VYORK&PROCEED O ISS�IE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION � TEMPORARY � BEFORECOVERING / PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WlLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-46�0 OwnedContraotpr on site: � � Inspector. ��'-��--r % �Q�' ��-- _. ��-- White CopyAnspector's File Canary CopylSite Notice . � Christine Mattson From: Adam Edwards Sent: Wednesday, September 14, 2016 4:18 PM To: Christine Mattson Subject: 787 Boulder Drive Chris, I've reviewed the subject as built. An inspector should conduct a site visit and confirm the following: 1. The survey accurately depicts conditions on the ground. 2. The site is stabilized to the point the any remaining erosion control can be removed. 3. The retaining walls are built (they are listed as proposed in the legend of the as built). 4. The retaining walls on the east side of the building are separated by at least twice the height of the upper wall. If not then a copy of the design must be submitted signed by a licensed engineer. Adam Adam T. Edwards, P.E. Director of Public Works/ City Engineer City of Orono (952) 249-4661 aedwards@ci.orono.mn.us i -_------ - Date Time inspec6dr InspectionType Stat H Permft# Address PermitType PropertyType GonstructionType �::...................3 �. ,, , � . 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' �ozz.s . � ;% , � /�� .. . . � Oj+t ze.a / / / �� ia2za X I � ,"i% .. � V/ . . � / / �t �azai X��ozsz . � � ; , i :. � � ioze.e � �r- � � / X ioxa� �az.� _7 �s" � � (. s/i 'ioxc.e� � ..� . .. Y X.. X i / .. ... � I � �t� D �!�� ..E. t� . .... �(iozo.o � iozs.o � wzaa� ��- � � ;� .�- .,. .. X iate.a , i �� / � � �aea.� . � i�j� ' i' �i� 1 ,y`� , � � � � ,�� j /�" wxwa� iozs.r X-�� .�� (1� ,�� . _. - ' � .� ' � � /� / ioz�.o �Q� '. �oza.a �....-.� , � V � � � . . . iaxe.� X � i � / ./ � " � 1 .. �ozi.e ___. .... . ... - - - -- . � � � �. �. ioxe.a X ian.� � N % �•-� � � �"�ozs.� iaza.z � - -�-- ..__. .�)� �� s ,�l� �• 10.5 �oza5 / = ' '� �;.; � � m ��x- -�-- ----,� - � �� +X�,oze.9 � y �r /, . . .. �om.e �azae �oze.3 ' � " -� ' L � �o�� porch � v, �� _ � o / � � 10Te:3 N c� � ,z; � � t029.!�..j�._- 0 .:�', � � - 3 o �aze.s � °� . - � �ozs.a � 26.� _ � I , ' � ,a�s.s ;� � ; � �,0�.3 �;a�:� x ,�.,- S c a I e: 1' = 2 0' _ � i wie.v 3..io7s.i N� iam.e iazv�-.� _ _ � `� � iazs.� ioxa.v v � �Y � 1029.� 1029.2 - "=� r X Benchmark: � W dco �O'► �� ' 1020.1 Garage� � ,�� Top Nut Hydrant _ y = ° " �¢o �ozs.s� � ,��t iaze.3 � � - �? N ' � I� , � �oza.e� � ,� �io2o.a LOtS 2-3 B�OCk � .a m�E��a`�� (�D �1023.3 �� i� o�, ��x'�j� � � Elevation = 1031.77 � -� ' T VI ��, iozti.n tozs.� a��.�U m Q U . f� �j � � y_J��o.o.o��k 5 10'0° sodded - � ( �JI� / i X toae.e - . �o�o�r r _� � ioso-.e i 1 � / � L'_ iozs.z � / ��ozae mze.a ' . .��.-. z _��M.=r ..,r x10. [i / �x � "��,.� j 23.0 - )(ioze.e � ' `- X inae � � �a• .. mzzux-.--J ,ozsa �oxQ7 � � Denotes pk naii ;{mza.e • 5 � �o�� gQ0 - X 000.00 Denotes existing elevation � '*f� �I-� x'0p''D x�azas ( 000.00 ) Denotes proposed elevation �� p iozws �oz..� �� Q u 3 � ioz�s � h ,q'�V '°2e.°p +az�a �Qe �- Denotes drainage flow direction °�� N ��y,� � Denotes s �/�� 102�.9 J(1025.] ._. � � ,..- � r�� 4 �� ,ozs.e� �. ., . � � � � � � LOt 7 + 8 area = 6751 SF � � �om.� iozv.o Denotes proposed tairing wall designed and built . a ,�,r,.o ��s �oz�.a I +ozs.s �6` . . � , by others�--� a `o`0 3 I-�OUSe area = 2586 SF �oZ�91 � - � � d •• x POfCh 4�20 = 99 SF x�aZ�.Z � � -� _ � Denotes proposed rock construction entrance � � �� 3 Patio area = 99 SF - - ,�=�a z �fiVeWC7y area = 390 SF ,02J, +azae � 4 102.S.e iozle �� Total Im pervious Area = 3174 SF 10z'' � Impervious Coverage = 47.0 % �oZ�.fi � � B�U�p We hereby certify to Wooddale Builders that this survey, plan or � ER DR��E report was prepared by me or under my direct supervision and ..+ Z General Notes: that I am a duly licensed Land Surveyor under the laws of the r_ , � State of Minnesota, dated 10/17/14. w L Grading plan by Landform last dated 04/17/07 was used to � x N � determine proposed elevations shown herein. z „� �� 2. No specific soils investigation has been performed on this lot by Lowest allowable floor elevation : 1020.0 Signed: Pioneer Engineering, P.A. � v z a the surveyor. The suitability of soils to support the specific house � > � �� is not the responsibility of the surveyor. � 5 p` ,,; �. 3. this certificate does not purport to show easements other than House elevations Pro �osed / As-built � those shown on the recorded plat. Lowest Floor Elevation :(1021.0) � 1021.0 BY' S �� 4. bearings shown are based on an assumed datum. : 1029 � �029 � Peter J. Hawkinson, Professional Land Surveyor �' �x a Top Of Foundation Elev. 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CONTRACTOR � � DESCRIPTION �� l Gl !�t rV� �1��[JiC.— V 1�C�� ty ❑ 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 i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTFUCTOR TO MEET YOU:_YES_NO � COMMENI,"CJc� � l�I� c � a � -,� i ��-. �.-, - -S , � � L� �"�� 1 le� C�(.� l�' cf� '? �`�f' � O , � < ' ° ,� , � . ; 'l`t 'l� , � '.G � Q � •% ,,� � t�r ril� .� ��. 2 � � �r �� C�� c�� r -� � 'l ;s� - i i�r � W ,�/ / � a,L) .1 ��i"L4�( '�� J W �WORK SATISFACTORY:PROCEED ` �`PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED � ❑ ISS�IE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION � TEMPORARY � BEFORECOVERING / PERMANENT ❑CORRECT UNSAFE COND�TION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-460� OwnerlContrac�r on site: ' Inspector.' �<'% t� ��,� � �,7�- White CopyAnspector's File Canary CopylSite Notice