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2017-01665 - new structure
CITY OF ORONO I*11� � I I 1 I I I1* 665 * 2750 KELLEY PARKWAY DATE ISSUED: 01/23/2018 ORONO, MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 765 BOULDER DR PIN : 33-118-23-11-0134 LEGAL DESC : STONEBAY : LOT 1&2 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY VALUATION : $ 600,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,154.92 STATE SURCHARGE(VALUATION) 300.00 WOODDALE BUILDERS INC. S.A.C. 2,485.00 6117 BLUE CR DR MINNETONKA,MN 55343- TOTAL 6,939.92 (952)345-0543 Payment(s) Minnesota State License#: BUIL-BC002926 CHECK 89213 6,939.92 OWNER Stonebrook Development LLC 17149 LINCOLN ST NE HAM LAKE,MN 55304- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked any time for due cause. /,,23/ pplicant Permitee Signature Date Iss By Signature Date Builder Acknowledgement Form Permit #2017-01665 / 765 Boulder Drive Builder Representative Name: 42.9�,,_.� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. �- Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. Double silt fence is required within 50'of a wetland. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. Lj In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy(TCO) may be necessary. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. Separate permits are required for sewer and water connections. • w:\street files\boulder drive\765\builder acknowledgement form 2017-01665.docx • CITY OF ORONO BUILDING PERMIT APPLICATION 6.Jq q.k 9� FOR NEW STRUCTURES OR ADDITIONS • Mailing Address: Perm'it`nunb'er'' :: . / PO Box 66 ; >..:: ..:.... . ..:... �at Q' Crystal Bay,MN 55323-0066 Date received; ./41;z1 /'7 Received ; .°Y Street Address:' y • 2750 Kelley Parkway Plan'?review,fee! . ;2 700 0 Orono,MN 55356 ;t. � o17, C1 :Total Fee:. Main: 952-249-4600 = Fax: 952-2494616 www.ci.orono.mn.us ; This`application;form mustbe-.completed in',full;and:all requi`re'd,information:must`:be:.subrriitted; Incomplete applications:w'ilVbe returned: (Please print) GENERAL INFORMATION: Job Site Address: Ito S $ou 77f-1g V--- Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: W 041)0011-1 LI-DEPS State License# $[ OO7-92(o Expiration Date: Phone: (c(ell) cR5Z -C28re- 3�to�} (office)¶52-545-054' Mailing Address: � , City: ZIP: Contact Person: (Y\A rr Soli 9.3 n Applicant is: 4 ontrac or . Homeowner (Circle One) Email and/or Fax: r»;o RuD &. u. DA_ -.Eu 1 Ltn--S . cop--1 PROPERTY OWNER INFORMATION: Name: 5 kerma Phone(day): ' Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: fin% Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply New Construction Single Family with ,�Residence []Addition attached garage ❑Garage/Accessory Bldg. RI Public Sewer ❑Accessory Building ❑ Single Family with ❑Deck ❑Relocation detached garage ❑Office/Commercial ❑Private Sewer ❑Other:(specify) ❑Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage Ar Public Water **Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review&permits. ❑Industrial . ❑Private Well Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.min neh a h a creek.orq Estimated Construction Valuation (excluding land) $ 60D,600 • • • STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction p a. Length(ft.)= 8b Number of bedrooms= 3 Wood/Frame • b.Width(ft.)= 39� " oNumber of garage stalls: 0 Masonry Areas in square feet Attached= Z. ❑Metal 0 Pole Bldg. c.Basement= 1 5 4 1 Detached= ❑ ICF d. 1st Story = 1i21 0 On-site Prefab e.2nd Story= 0 Off-site Prefab • f. %Story = 0 Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: • Enclosed Applicable:. ' !$ ❑ Permit Application ❑ Proposed Building Plans ® ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form 0 _ Survey(meeting all requirements) ❑ 13] Stormwater Pollution Prevention Plan ❑ RC1 Hardcover Calculation(s) ❑ SRI Septic System Site Evaluation Report ❑ '¢7 Access Permit ❑ a Wetland Buffer Improvement Plan ❑ I� Engineered Plans for Retaining Walls 4 feet or above _ ❑ Minnehaha Creek Watershed District Permit(s) 0 Plan Review Fee 0 Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. •, Agrees.thatin the:event.that:weather ; nt;'or other:conditionsprevethe;completion;:of an as=built surve yi'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;tlie:as-built survey:and all site improvements: -1 Applicant's Signature: Date: J2 Ll-/ 7 Owner's Signature: Date: PLAN REVIEW CHECKLIST ` IFOR NEW STRUCTURES / ADDITIONS Address: 1(0IE ' 5 W bel Y Permit No.: �1 I']-01(0(6 Description of work: NOV - tWO 1-- ,rn10(.1 f Date Rec'd: I2 Z7 • 1 7 Septic review by: WOW W SeitAY Date Approved: Zoning review by: Date Approved: I . ' 1 u Building review by: „p4'‘v Date Approved: 1 Grading review by: Adair dW4rttJ/uv\ Date Approved: I ' t Zoning District: KpUD Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA Zoning: Lot Area: Vth-CI SF/AC Width: Structural Coverage: N A. SF ok Survey Submitted: Yes D No DateZ ,z of Survey: I ' b'(7 Revised date(?): Landscape plan submitted? D Yes Landscaper: A6ShaWr1 a No/ None proposed Proposed Setbacks: Front( e) Rear(St et) ( 0N S E W ) ( N QS E W ) Other Buildings Wetland Side 'Side 3, (0 / © ' 1it Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" definition): (a) n• First Floor Elevation (from building plans): (b) n32-,(p �e, Highest Existing ground level (per survey) or 10' above lowest ground level, (c) 1 " \c) gyp' whichever is lower: �Q ,tU 9.51/v l ) Difference between (b) and (c)*: (d) 1;(7) DEFINED HEIGHT *If highest-existing_adjacent grade is - •• - :- (e) 21 ) *If highest existing adjacent grade is below FFE-Height is(a) +(d) /� E Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? 0 Yes T "o Permit Number: 11 , 0 Yes D NoA 0 Yes 71/No0 N/A-see attached r ' Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) D Yes )2r-No D Yes /No 1 2 3 0 5 �("P OA Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged . - YES NO �. f Permit . z; t.t, -.� :- . ,r Plan Review f/ ' State Surcharge ... ,,.i'l . _. w Investigation Fee Other(specify) Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage / /X / _ $ !?�U,(YM Estimated Construction Value: $ O Orono Inspections Required Work Requiring Separate Permits Footing 1:1 Site ,g.Plumbing ❑ Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 ardcover Removal Fireplace .Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile "(Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey Final *Lathe Required State Permits O Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Wednesday,January 17, 2018 3:36 PM To: Christine Mattson Subject: RE: 765 Boulder Drive/#2017-01665 Chris, I've stamped the plan approved with revision. 1. Sediment/erosion control is required. Double silt fence must be provided for any work indicated within 50'of a wetland. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 2. Separate Water and sewer connection permits will be required. Adam From: Christine Mattson Sent: Friday,January 12, 2018 11:11 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE: 765 Boulder Drive/#2017-01665 Adam, We received an updated survey addressing my concerns.They are still not showing any proposed grading. Please review. Thank you! From:Adam Edwards Sent: Friday,January 05, 2018 11:49 AM To: Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE: 765 Boulder Drive/#2017-01665 Chris, I've reviewed the subject Site/grading plan and offer the following comments: 1. The only proposed grade contours appear immediately next to the proposed house. We should confirm that that is the only grading change proposed. 2. Separate Water and sewer connection permits will be required. Adam From: Christine Mattson Sent:Wednesday,January 03, 2018 1:10 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 765 Boulder Drive/#2017-01665 Adam, We received a building permit for a new, 1-unit rambler. Items I've noted: • 4-season porch and deck are not accurately displayed on the survey • Are retaining walls or proposed grading needed for lower level windows on both the north and south sides of the house? • Cantilevered areas should be shown on survey, dinette, garage wind box • Need MCWD permit. • Retaining walls shown on survey appear to be existing. Is clarification needed? Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono 1 MN 1 55356(physical address) PO Box 66 E Crystal Bay 1 MN 1 55323-0066 (mailing address) 952.249.4620 g 952.249.4616 11cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January, 15,2018 Monday, February 19, 2018 2 'Vtgin(Z 114C0i /10 119/A \A6 ra2fl rtfila wte)Uf )(IN q uratiU - �w IM >\1- - I j*'YttoicS ig))1_ 'amp ro "PPM yup ,orMl -)f-M4: loOfsil)A0 -bid - �1�1ep� 1112. � {arm)o 0�,1 1k104 -AA0-99-as4r_ 41 ./XJY11v3( PZ. 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. MATT"' L TJJ.-JH) First Middle Last Co 1 1 1 BLUE- C.412.Lt,E. DR-s 1 Address iM,NV.-rn,►swt VAN 55343 452 - 346-6543 City State Zip Phone I understand my rights as stated above. • • Signature • • • Packet Last Updated• January 2015 Page 7 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & av meeting all requirements x2 ‘11 I Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating \A the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regal-el iis project. Signed by: Address: 7(,5 00 l e,r , t'-c,nG Permit #: --611406o5— Packet OI( 7Packet Last Updated: April 2016 Page 2 • . New Construction Energy Code Compliance Certificate Date Certificate Post Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. Place your Mailing Address of the Dwelling or Dwelling Unit R City logo here 765 Boulder Drive Orono Name of Residential Contractor MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) rcc.uve tvwin idn dnu mununneier o Q> or other system monitoring Na) C (In,dnc K w" Yee 0N Location(or future location)of Fan: -11 ^,4:11". c 4' 4.3' y„s- 4 i o n o U �> o .o as a> n m -o 0 -2 a> _^ 7 Q CO m cuC N 'O C Ttsv O (1.) -a ,- U p Z 2O ti NU O ` w O- Lj(L O Insulation Location ri .- o N m - E Ect, a, a a No N O -a -a @O o C O> m F z IL LT u- L.L E. il Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X R10 ext.&r5 Int. Perimeter of Slab on Grade x Rim Joist(1st Floor) R-20 X Spray Foam Rim Joist(2nd Floor+) X Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas R-38 X 3/4”Foam Below Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 x Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Appliances Heating System Heater Cooling System x Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manufacturer Rheem Rheem Rheem Powered Interlocked with exhaust device. Model R92PA0701317MSA Pro E 50 RA1336AJ1NA Describe: Input in 70000 Capacity in 50 Output 3 Other,describe: BTUS: Gallons: in Tons: Rating or Size AFUE or 92 95 SEER 13 SEER Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load t Residential Load Calculatit 50138 33874 34600 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): x Not required per mech.code Select Type Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 75 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 67 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 133 "metal duct Builders Associaton of Minnesota version 101014 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. •Riccar Heating and Cooling Wooddale 765 Boulder Dr. Revised Andover,MN 55304 Page 1 Project Report General Project Information Project Title: Wooddale 765 Boulder Dr. Revised Designed By: Kurt Project Date: 12/21/17 Project Comment: 765 Boulder Dr., Orono, MN Client Name: Wooddale Builders Company Name: Riccar Heating And Air Company Representative: Kurt Company Address: 2387 Station Parkway NW Company City: Andover, MN 55304 Company Phone: 763-754-4000 Company Fax: 763-754-0132 Company E-Mail Address: Kurt@riccarhvac.com Company Website: riccarhvac.com Design Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -11.42 n/a 30% 70 25.53 Summer: 88 71 44% 50% 75 24 I Check Figures • Total Building Supply CFM: 1,359 CFM Per Square ft.: 0.371 Square ft. of Room Area: 3,658 Volume(ft'): 26,924 Building Loads Total Heating Required Including Ventilation Air: 50,138 Btuh 50.138 MBH Total Sensible Gain: 29,741 Btuh 88 % Total Latent Gain: 4,133 Btuh 12 % Total Cooling Required Including Ventilation Air: 33,874 Btuh Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed 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 both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Wooddale 765 Boulder Dr. Revised .rh9 Thursday, December 21, 2017, 10:16 AM Rhvac-Residential&Light Commercial HVAC LoadsElite Software Development,Inc. Rigger Heating and Cooling Wooddale 765 Boulder Dr. Revised Andover, MN 55304 Page 2 Total Building Summary Loads Component Area Sen Lat Sen Total I Description Quan Loss Gain Gain Gain 4A-6-d: Glazing-Double pane low-e (e= 0.20 or less), 88.8 2,490 0 936 936 high performance, sliding glass door, e=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 Andersen: Glazing-operable window, wood sash, u-value 380.6 9,386 0 9,726 9,726 0.29, SHGC 0.32 Andersen: Glazing-operable window, wood sash, outdoor 103.9 2,564 0 3,152 3,152 insect screen with 50% coverage, u-value 0.29, SHGC 0.32 11N: Door-Metal - Polystyrene Core 48 1,428 0 404 404 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1857.3 10,262 0 1,607 1,607 cavity, no board insulation, siding finish, wood studs 15B0-10sf-8: Wall-Basement, , R-10 board insulation to 480.1 2,346 0 85 85 floor, no interior finish, 8'floor depth 15B0-8sf-8: Wall-Basement, , R-8 board insulation to 399 2,257 0 96 96 floor, no interior finish, 8'floor depth 15B0-10sf-4: Wall-Basement, , R-10 board insulation to 162.8 747 0 0 0 floor, no interior finish, 4'floor depth 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1921 3,266 0 1,844 1,844 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1737 2,953 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 20P-30: Floor-Over open crawl space or garage, Passive, 184 547 0 52 52 R-30 blanket insulation, any cover Subtotals for structure: 38,246 0 17,902 17,902 People: 5 1,000 1,150 2,150 Equipment: 722 7,070 7,792 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 45, Summer CFM: 22 4,071 348 312 660 Ventilation: Winter CFM: 133, Summer CFM: 133 4,826 2,063 738 2,801 Exhaust: Winter CFM: 133, Summer CFM: 133 Humidification (Winter) 8.17 gal/day : 2,995 0 0 0 AED Excursion: 0 0 2,569 2,569 Total Building Load Totals: 50,138 4,133 29,741 33,874 Check Figures Total Building Supply CFM: 1,359 CFM Per Square ft.: 0.371 Square ft. of Room Area: 3,658 Volume (ft3): 26,924 Building Loads Total Heating Required Including Ventilation Air: 50,138 Btuh 50.138 MBH Total Sensible Gain: 29,741 Btuh 88 ok Total Latent Gain: 4,133 Btuh 12 % Total Cooling Required Including Ventilation Air: 33,874 Btuh Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed 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 both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Wooddale 765 Boulder Dr. Revised .rh9 Thursday, December 21, 2017, 10:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'Riccar Heating and Cooling Wooddale 765 Boulder Dr. Revised Andover, MN 55304 V Page 3 Equipment Data - System -1 - Furnace And Air Cooling System Type: Standard Air Conditioner Outdoor Model: RA1336AJ 1 NA Tradename: Rheem Outdoor Manufacturer: Rheem Mfg. Description: 3 ton AC Capacity: 34600 Efficiency: 13 SEER Heating System Type: Natural Gas Furnace Model: R92PA0701317MSA Tradename: Rheem Manufacturer: Rheem Mfg. Description: 92% upflow 70,000 furnace Capacity: 65100 Efficiency: 92 AFUE C:\...\Wooddale 765 Boulder Dr. Revised .rh9 Thursday, December 21, 2017, 10:16 AM Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address 765 Boulder Dr., Orono, MN Date 12/21/17 Contractor Wooddale Builders Completed By Riccar Htg. and Air Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 3658 Total required ventilation 133 finished or unfinished) _ Number of bedrooms 3 Continuous ventilation 67 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135!68 1501-2000 70/40 85/43 100!50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215!108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) +[15 x(number of bedrooms+ 1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila-tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 • Section B Ventilation Method (Choose either balanced or exhaust) ltalanced,HRV(Heat Recovery Ventilator)or ERV(Energy [3xhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: 75 High cfm: 150 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Wall Control near thermostat with Hi and Lo settings 2 Section E Make-up air Q Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: None Needed Location of dUCt Or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings,see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1' 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 3658 (including unfinished basements) Estimated House Infiltration(cfm): 548 [lax 1b] 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable .8 X 300 = 240 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 548 above) Makeup Air Quantity(cfm): [3a—3b](if value is negative,no -173 makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 None needed A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 • Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1—36 1 —22 1—15 1—9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101—143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 _ NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Q Not required per mechanical code(No atmospheric or power vented appliances) 0 Passive(see IFGC Appendix E,Worksheet E-1) Size and type Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace, Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: Hood E]Fan Assisted Direct Vent Input: 70000 Ebraft Btu/hr or Power Vent Water Heater: E]braft Hood []Fan Assisted Ebirect Vent Input: Electric Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 990 ft3 Lx W x H L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method None Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + = TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= /3000 Btu/hr per inZ= in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA= x = in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13'1 Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 . 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 _ 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 _12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 _ 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 _ 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 / 1 / 1 / OPS ;ii • OStItl° •P11"3 _ / ; � / / /' / 4 • d Buffer / per ers / /• Benchmark: ./. / top of spike / � /! 1020.6 �out.n9 / elevation = 1027.47 'Z. c'' • / a / 1020.1 L se o / c / 1028.8 c ( %/ S7.4 44 52 X 1028.6 / v 1018.9 , 1027.9 X 1928.4 10 .5 n /• X 1021.6 97 33 1 ;.7.5\ X/1028.1 / 1017.1 X 1 X1017.6 / co X1020.1 X1022.8 _ -'13 X7027.9 I ` /. / �� 1027.2 k0� 1028.2 1016.9 / / 1026.7 1 1026.6 �- X 1017.3 1017.0 ! O O 10190' 1027.6 _� - / �csn1�__��-X/1017.0 • A7.3 x 1021.1 t�02� i ^/ 1019.3 1 .W 1021_7 102 28 •0 `��,oz7.s 1027.3 1026.3 \ I X 1 17.4 h 11 W 1020.1 ______-\ 1021.7 1'• X 1027.1 1J \ N I X O W ' Q '--' • i X 1027.5 1026.1 1 50 ', Goroge � ; 1017.2 x _ .8 46. 11 X 1028.0 • 1021.3 1021.5 ® 1025.9 ' '2 I tel! 20.6 11 1_..28 r. 1019.3 \ S77.44 5 .E X 1020.8 ; 1027.9 9.00 1 2 1 1029.° X 102 co • / o N X 1020.3 • '. �1 ■ ton.a �.00 o \�o -0 8p,p0 0 .3 10+. proposed 10 ❑ tons X X I • o „.1'., $ iozls x 1027.6 97.33DrivewaY 1 O 1N 1019. • 07 N N ,0219 g 0 1 1025.5 t X 1019.0 x N O �, F 0 1019.9 . m e X 1021.5 1026.4 n' n 1028.6 1 1018.3 I� w 0 X O a 3 0 17 1 be t��� �J•�� \ __ T�8.4 X !� •126.3 I s1� :t „ _ - 3 I Benchmark: I 1028.0 19.0 01 43•p0 1020.. a 10 3 - 1 - top of spike ...v...14 N° x o 1 CO • elevation = 1027.66 .19.3 $7 1019.51 X1028.7 0Q OI 10276__ X 1018.9 i' / • .q---- -•�l ••_:,�.` ' 1025.2 �• X 1021.1 --- /I^^ 1026.4 11027.0 •J• 1027.7027.7 019.3 , • ..•• 11 O 1027.2 1028.2• •'It--; .(9 'N'•1• k 1026.21 °GV'-- C•1019.3 • X 1027.9 CV/t0,24, \' d Seo meta • ' 1019 ` 2 1 X 1019.9 2 I ' ''�•'if.1025.9 o �UHf 6.6 ` 025.3 /' ---�___ 1:121028.0 x 2 \o et -- '__8 X 1020.9 4.ell 26. 1024.6 p ae e Q /'/ 1018.5 Sk1r624. ■1024.6tR1ilk 5.7 ‘(� X 1019.2 "- _� 1023.6 X 1023,6___- 10244,.., 10 1023.4 I 0 //' .--1018.9 X X _54.82 • '4 1023.6 �� 234 1023.0 T. To ` /' / i I - . -t"1022.3- t, 1024.(1 e.9 1022.4 •� 1b24.7 10 .0 S7 X 1p19.3 ----__--; ■fE'' 1022.5 .tg 1022.0 • ����� /1 X 1019• .2 Q� 7 44 5 „ • tot 1021.9.E `,, 1 / 1015.0 y 52"E 1021.1 1020.4 1020.9 1 t 023. I 1020.7 1020.2gra %/ •1016.5 X 1020. 1021.0•:•0 I f 102 2 yp,,�/'� - 23.0) • X 1016.0 X 1018.7 X 1019.1 �+1,/•00 102ig , �" ' L1018.7 o%.p , / X 1018.9 X1018.6 .•41�i r X 1015.7 1:4j 1022.x/' / i j� 6/t .r 1.. 1018.2 / CITY OF O i : :::1020.5 ::1020.6 : / - SP PLAN OC Cf..7i-�ING PLAN 0,01.9.i ,023.0 1 j Com, . - -- •• . .. j �C - ''I''TH REVISIONS 514,�,.,�•Nr CT-4-c- ,z>ratr,R.L� o L' . By Di-77_ 3.)9N/1 • Denotes iron pipe Lot areas =6 • ._.�__.__... __.. .__ _..__ .- iso Lowest floor elevation per grading plan : 1020.0 House area =2462 SF Q Denotes service Porch areas =260 SF ❑O Denotes television box Sidewalk area =8 SF • Denotes electric box House elevations (Proposed) / As-built Driveway area =394 SF ❑■ Denotes telephone box Lowest Floor Elevation :(1021.0) / Total Impervious Area =3124 SF x 000.00 Denotes existing elevation Top Of Foundation Elev. :0029.7) / Impervious Coverage =46.4% ( 000.00 ) Denotes proposed elevation Garage Slab Elev. @ Door :0029.0) / Denotes drainage flow direction A Denotes spike City of Orono Construction Notes: Planning&Zoning Plan Review 1. Install rock construction entrance. 'U ' 0 10' 20' 2. Install silt fence as needed for erosion control. ®� Site Plan Review Date:_ _ q • 3. Sidewalks shall drain away from house a minimum of 4. Contractor must verify driveway design. "IPPROVED 5. Contractor must verify service elevation prior to ❑APPROVED WITH REVISIONS(see notes) construction. ❑DENIED Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Staff-iL � �' Benchmark: 1. Grading plan by Landform last dated 5/30/03 was used to determine We hereby certify to Wooddale Builders that this survey, plan or report Top Nut Hydrant proposed elevations shown herein. was prepared by me or under my direct supervision, and that I am a Lot 3 Block 1 2. This survey does not purport to show improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesota, Elevation = 1030.21 except as shown, as surveyed by me or under my direct supervision. dated 07/18/17. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction / Signed: io eer En ineering, P.A. Revisions: plans. I)7-28-17 House placement 4. No specific soils investigation has been performed on this lot by the surveyor. 2.)12-20-17 Newhouse The suitability of soils to support the specific house proposed is not the 3.)01-02-18 Stake house responsibility of the surveyor. BY: _ 5. This certificate does not purport to show easements other than those shown Deter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson©pioneereng.com 6. Bearings shown are based on an assumed datum. PISNEERP . Lot 1 & 2, Block 1, STONEBAY Certificate of Survey for: CIVIL.ENGINEERS LAND PLANNFRS LAND SURVEYORS LANDSCAPE ARCHITECTS according to the recorded plat thereof Wooddale Builders 2422 Enterprise Drive Ph.:(651)681-1914 Hennepin County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 6109 Blue Circle Dr#2000 www.pioneereng.com Address: Boulder Drive, Orono, Minnesota Minnetonka,MN 55343 House Model: Elevation: Phone:(952)345-0543/Fax:(952)345-0544 Project#:114026004 Folder#:7648 Drawn by:MTW Buyer: Twin home 6. 1,11, n Pioneer Fnoinvarino ton-011.1.51 WO- a,v„w-•v ,• * • tt C401.110 • 1 r I MINNEHAHA CREEK 71 WATERSHED DISTRICT i QUALITY OF WATER QUALITY OF LIFE g 1 j Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information j 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 t Creek Watershed District. nil —o[Co(. 5 ,, ,, Issued to: Wooddale Builders Permit No: 17-646 31 Location: 765 Boulder Dr, Orono Purpose: Erosion Control —Single Family Home Date of Issuance: 1/19/2018 Date of Expiration: 1/19/2019 By Order of the Board of Managers ij0 II t. Eliz eth Showalter i` Permitting 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 January 17th, 2018 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 i • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed 1 (Statement concerning fees for inspections, violations, etc... on following page) t 1 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 ( MINNEHAHA CREEK ir WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-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 r / i /I i Wetland Buffer_ / i / Z per others J J 06%•////�I�/ lozae .. 4-'19*, // 6y r`/ 1001,/ h0V8e c 1 0 10266 / '04.9./ //. cP%/ S`7j 4/ �� \ tome• ,oz6e / 1.52bc \ . 10266 / l' \ 1027.9 ,Ot)sX %1021.6 97.3,3, ` x0261 /70013 x1017.6 T10108 %]ice p26"� 74.99 xtozze 1030.21 11� `r z ,ozas tptnh1027.2 110159 X%/O /I x I Mm, . _� s,._x101].3 1017.0 , 7O ]}p ^x1021.1 027.D) ` �01g_ , O f \ rs/ rf -- `0.29 ,0273 L ..,�,vms / 1019.} _ 4 X10].1 . I :iv., ) 02].5 0 1026.1 ,017.2 x KO I. 1 46.50 Gor09° X 10260 C 0.i NNN,A or.} . .,.s M ,otosCO 9001.6 n 75x2900 73. \ 4!® ''". 37r x 1 -e , `t .0aeed \ x 7z�. \� .60 T7-E Le- O m ,0zs��,017.4 X ` 11 / oo o. 8O ol1 sX ,027.8• i 97, Pr waYII p 101].5 xN 0 10 t on m`:w 1oz1v t 1 811'11=5.9 a X 1019.0 101..9 + oz6: N 1016] j o g 0.p x, stmaa Ip 3.00 ,7. 8.8% 1026.3 x \_\ I 11.00 j'-'''-- :.-- .-- 10ae.o 'cal) N Qq I m\ 43.00 , .. 10.3 ._F,r� i o 1t x UN x 102e.]� CO !v . -_ X1011.9 14.31g' X 1021.1 .' -� 1025.2 %may p / 21 solo_ --'�:S tm6e1. •6- .. X 1019.9 x 1oz]-v., ,......."-.-fa2S2. .„,,,_411.W......".. z;,•v 7.7 tP �SP ` 0°6 o��C i� �� X ,._y%-t••�.�.�•%,2760 ,nzws/X -/�'° . ie cof i �•- p2f*1' e i�, --<,... x x(1me.�1mv.z �`_1'` 7g 24 107.3.6 x ,m}. azw 1p a.e0�°_ ] • ` (� `\_ toz oho'i,\ �•' //X 1019.2 Q1 577,Vp1v.3 n 1021 �--.--�... .ee2�� 'n 9 10221 10�3' 4,0/4.] 10;0 i /' 1015.0 4 52 E 1021.1 1020.4 1020.94•CCC1 I % / 1 S 101.5 x tom 1026] 1020.7. 10.23.# Ii rmap/ x,Dino X 10167 X 1010., �0.O� 1021.0• 1023.0' •10 2 10107 Nye , _J - x,010.= =1010.= __ _••G ,,,,,JI / x 1015.7 1• `10229 / --- �_ 10162 gj 6/1 / '.,f= ( .�- @ 9020.5i / 7. P LC l7 .i I,.: i ,01e.o •,1••2,001.1 / j1 I'! 10I ppb , i ,°°��" St 107.,0, ii, ,_,. -' , _- .: 1 1 d;� I % I BY 1 • Denotes iron pipe Lot areas=6739 SF ,, Denotes service Lowest floor elevation per grading plop:1020.0 House area=2462 SF Denotes television box Porch areas-260 SF ® House elevations (Proposed)/As-built Sidewalk area=8 SF II Denotes NectNc box Driveway Oreo=394.SF 0 Denotes telephone box Lowest Floor Elevation :(1021.0) / Total Impervious Area=3124 SF x 000.00 Denotes exbting elevation Top Of Foundation Elev. ;(1029.7) / 11 Impervious Coverage=48.4% (000`00) Denote Proposed elevation Garage Slob Elev. O Door;(1029.0) / Denotes drainage flow direction A Denotes spike Construction Notes. 1. Install rock construction entrance. 0'110 20 220' 2. Indsilt fence needed for housen control. 3. Sidewalks shall drain away from house a minimum of 1.05. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1" = 20' General Notes: Benchmark: 1. Grading plan by Landform lost dated 5/30/03 was used to determine We hereby certify to Wooddale Builders that this survey, plan or report Top Nut Hydrant proposed elevations shown herein. was prepared by me or under my direct supervision, and that I am a Elevation = 2. This survey does not purport to show improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesoto, except as shown, as surveyed by me or under my direct supervision. doted 07/18/17. 3.Proposed building dimensions shown are for horizontal location of structures o0.0.e lot only. Contact builder prior to construction for approved construction Signed: 1 eer En veering,P.A. titcvisi,=: 4. No specific soils investigation has been 'Ii1.17.o.i xouutv,o.an p g performed on this lot by the surveyor. 2.I i2.20.17 New House The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. 5. This certificate does not purport to show easements other Non those shown Peter J. Haw,neon, fessiona( and Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonOpioneeren9.com 6. Bearingsngshown are based on an assumed datum. PIS V IERengi yot 1 & 2e Block 1, ,� ., u ? P.A. STONEBAY Certificate of Survey for: according to the recorded plat thereof Wooddale Builders 2422 Enterprise Drive Ph.:(651)681-1914 Hennepin County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 6109 Blue Circle Dr 52003 www.pioneereng.com Address: Boulder Drive, Orono, Minnesota Minnetonka,MN 55343 House Model: Elevation: Phone:(952)345-0543/Fax:(952)345-0544 Project#:114026004 I Folder#:7648IDrawn by:MTWw Buyer. Twin home ......, /1 Pinn..e Fnnin.xinn FL DAT 1 TIME CITY OF ORONO CALLED IN .�• I O a I '1S INSPECTION NOTICE SCHEDULED o2 f 15 /O Q%.q 0 /PERMIT NO. 0317 6I 4,GA- COMPLETED /ADDRESS ~76S 8b(4dZ.r bh,r, JJ__ OWNER Wc4ciQI� TELEPHONE N0.V/ 28—O 6 2 )< CONTRACTOR l vO 't k1 c l tJ 14/ • DESCRIPTION ekr,_ (.45 _9_.Phikell rnl_ Lj ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING LI ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL ' OWNER/CONTRACTOR TO MEET YOU: YES_NO c COMMENTS: 5m.#hac K S go 5't 4 /i',5),4....4, L .,, 4-k cr a 'Tl"4/ S4'4';4").crl jai if oKal by j oP p-r p/4. r, t I . u- pccs OP/ar ch' ,. .if)....,-/ &-a$1 ev. „, 4). ir ‘10‘ P ir. i . _.... if o-yi a pS't- s d1 rc.55 GW 15.10ORK SATISFACTORY:PROCEED El PROJECT COMPLETE CCW CI CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oj BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. J PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR Li CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector: 4. a0-2 ,e White Copylinspector's Flle Canary Copy/Site Notice rx :rye rei nw H ALJ G . AI.0 1/10/14 SERVIC E DD.ail Soil Observation Notes Project No: Date: 1/ /i3//4? Report No: Project Name ''1301A-''1301A- b r'Q O /V Project Location: a :7n E 0 IT)N' , Client: /,DLL/(, / 5a4,5 Temp/Weather: ('LOL/ * /7 Project Manager: Time Arrived: Departed: Soil Observation Areas Observed: n Building Pad t4, .use Pad [Roadway [Parking/Walks n Footing nProof Roll Other(describe): "' ' a Soil report available? ❑ Yes ENo Report feviewedr ❑Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? ❑Yes giNo Specified compaction: Fill source: Oversizing appears adequate? ® NA ❑Yes ❑No Soils observed agree with Soils report? ['Yes ❑No Soils appear adequate for design loads? gYes `014c;-,::,:4 Proposed project bearing capacity(psf)A j1/45.Uir) ro ooDD , Contractor notified of results? ' Yes ❑No Name of person notified: 8 ALL/G Opp Ai pe G Was a copy of this report left on site? 8Yes ❑No If so,whom was it submitted to? 6 Du`/c Op 6.e A 7-0e. N 0'J ,e-,k ),1 woo fl ucl Ld CA V o►J e ® G' I G� j 0 . THi0 or. SAor {. , SCA cZ ` Notes/Comments: 06,31M.V KO 1/4501 L /IJ 7/ 7l PLIZ 1 0,- m ) j/a A LI ut.,0 N /WO i iGYC 0021nlG3 7o F•-/A(.LIi i F SOIL- OoK,07:/(?,& s ,=0.2 Iv ou.sp 5f/Ab/2r 5'01[ CpnJS/S1Fo op i_r-o)►.) CL-A/ 02 sivflof /...F44) CLAy 7N,7- /,v/d.S r�.5`77rnA 7-5 14 h.,) c A ST/FF 7 yr / 37-/Ptj3,Si F4/C`1. So,L (A)4S ,rue G FO J u//A4 L F F02 A'ou ra.77/ 5 i,AAO1ei F--k03 /3,t_AkJ FTs UJP PAJ - A./IC - La)OL) A2kNAL. Performed By: /07(44,/,.,Z, Reviewed By: Date: O//�//� This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. . , . ? , : . S. ` � : . . ��. DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED cid o /! 0/.',5 0 PERMIT NO. - CC LETED ADDRESS 77� &Li Ur OWNER ''1 ,,b TELEPHONE 0.4-a-3 F-6Wo3 CONTRACTOR I/)00da- WS-1i DESCRIPTION PLL G1�'t Lai ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q?❑ OURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q FOUNDATION DRAIN TILE ❑ PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION IT 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT 0 FINAL 0 WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO r., COMMENTS: cc R& pPte' Atfro6#t & y• — cc0 o W cc Q z cc W CPAM9RKSATISFACTORY:PROCEED U PROJECT COMPLETE CCW U CORRECT WORK&PROCEED U ISSUE CERTIFICATE OF OCCUPANCY O U CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT U CORRECT UNSAFE CONDITION WITHIN HOURS. U PHOTO TAKEN INSPECTOR WILL RETURN U STOP ORDER POSTED.CALL INSPECTOR U CITATION ISSUED U INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. l ivsi —14- W e Copyllnspector's File Canary Copy/Site Notice DATE TIME V CITY OFORONO CALLED IN a-a -/e INSPECTION NOTICE SCHEDULED . - -c 7 ' /£i //:30 PERMIT NO. ab!7'Dl 6 ELS COMPLETED ADDRESS 7ti� i aaled ,ai', OWNER TELEPHONE NO. 6/09 - 3 - /5•7D CONTRACTOR 14A904A/e 64",:s . DESCRIPTION ,Ora., - t'/o/ ille4YYUcjf W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 11. ▪ ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z0 LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL Z v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: (--72,aAdd.0 e,,j yr�j' "smolt-a0 • c7-02.4 !S" W l CC CC • � ti 0//, /t-. `h/OZ6V/C0a{s." / lreSeeL, 1/ r4. N. lX i,/-a rov,c-eS. O W /7es 1C Z-4, 1• e 4-3. �y/74'6 GO/€.1_ Q W tu SE 4K — Cr n 6'‘e W „ `RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE WiCCQRRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY () BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN IDSTOP ORDER POSTED.CALL INSPECTOR ID CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site Inspector. (7/14", White CCopyllnspector's File Canary Copy/Site Notice '� V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE , SCHEDULED —Q53-17 3:30 PERMIT NO. . 7-O/ co L^ETEED. ADDRESS 2 3 pc1cke/ b T- OWNER {� TELEPHONE NO. ��-3 2 -OOS� CONTRACTOR Oa _e_- D61_0 Q._ a DESCRIPTION e( W ❑ FOOTING 0 DEMO- INAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q- 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c• COMMENTS: a; L.Q. 6,w! p ai. rock 6e..19 - o - lip!Aeti4 s — SQa/,...D >. o/yetis - /4/a/€42 Eil - razo-e,.r_ be_ ce2,ft 2 Q .6 er- W CC cC 5ta.„�t 64(5-44''.c2,? i2 2 W &0 K /LIci� cc W p RPF3ATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY 00 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. gPv-)14 White Copyllnspector's File Canary CopylSite Notice