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2018 - 00258 - new structure
CITY OF ORONO * 2018 - 00258 * 2750 KELLEY PARKWAY DATE ISSUED: 03/23/2018 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2895 WOOD DUCK TR PIN : 33-118-23-24-0031 LEGAL DESC : ORONO PRESERVE : LOT 1 BLOCK 4 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 518,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,724.42 DAVID WEEKLEY HOMES PLAN REVIEW 1,085.17 12800 WHITEWATER DRIVE#20 STATE SURCHARGE(VALUATION) 259.00 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 7,553.59 Payment(s) CREDIT CARD 8646 7,553.59 OWNER OP5 Orono LLC 15250 WAYZATA BLVD#101 WAYZATA,MN 55391- 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 at an time for due cause. I' ' - 3/23115 •r / T-&,--[ co -- , 103 31 E S- Applican ��,e Signature Date Issued By ature Date Builder Acknowledgement Form Permit #2015-00258 / 2895 Wgiod Duck Trail Builder Representative Name: �1 Al N�yti i l \c‘ 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 gc inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. bC- A proposed driveway and proposed grading are depicted in the existing turnaround which is currently paved. No changes should be made and area should remain paved until such time 1‘-€__ when the road is continued to the west. The proposed retaining wall is shown at exactly 4 feet. If the wall exceeds 4 feet in height, an k7(.- engineered designed will be required to be submitted and approved prior to construction. Water service connections must be protected from construction traffic during construction. The grading plan contains elements of the development grading requirements(retaining wall and EOF for pond). These will need to be completed at part of the lot grading and included on the grading as-built prior to issuance of the Certificate of Occupancy. G Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. 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. A TCO requires a $10,000 escrow. !� 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\wood duck trail\2895\builder acknowledgement form 2018-00258.docx CITY OF ORONO BUILDING PERMIT APPLICATION ; 6S3,5-9FOR NEW STRUCTURES OR ADDITIONS , �O A, Mailing Address: Permit number: 0/0/g-4-0 2)5 8 W PO Box 66 Crystal Bay, MN 55323-0066 Date received: 3 - 2 0) , StreetAddress: Received by:2750 Kelley Parkway Plan review fee: S i 035.7Orono, MN 55356 ao/ g-fjo s7 170( Main: 952-249-4600 Total Fe Fax: 952-249-4616 www.ci.orono.mn.us 'il 000 'lAi/lt This application form must be completed in full and all required information mt'ist be submitted. _( Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: /,Rqs Wnni n ck Trail Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes El 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: David Weekley Homes State License# BC697545 Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive,Suite 20 Cit : Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: kcummins@dwhomes.com PROPERTY OWNER INFORMATION: Name: *Same As Above* Phone (day): Melissa Johnson 612.462.6932 Address: *Same As Above* City: ZIP: Email and/or Fax mjohnson@dwhomes.com ARCHITECT/ENGINEER INFORMATION: Name: Mulhern&Kulp Phone (day): 215.646.8001 Address: 20 South Maple Street,Suite 150 City: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply O New Construction 0 Single Family with ['Accessory Bldg./Garage ❑Addition attached garage ❑ Deck 0 Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo 0 Retaining Wall(s) 0 Public 4-feet or greater 0 Public Water **Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. 0 Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 MAR 0 2018 CITY OF ORONO Last Updated: January 2016 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= q Number of bedrooms= 2. Occupancy: _.nf<, b.Width (ft.)= bit Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= /910 Detached = 4. Type of Construction: ;Tr g d. 1st Story = /54Z/ Z e.2nd Story= , 4F2 5. Code Edition. o(i)/6--- f. '/2 Story = g.Total Area= Q�`I REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable l / 0 Building Permit Escrow Agreement and Fees 1 ' 0 Plan Review Fee C 0 Completed Application Form G✓ 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set Ii/ 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements L 0 Survey—2 full size,to scale(meeting ALL survey requirements) 12( ❑ Hardcover Calculations ❑ E7� Septic System Certification 0 Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required ❑ G� Landscape Walls and/or Retaining Wall Plans ❑ Er Stormwater Pollution Prevention Plan(SWPPP) O [i' Access Permit O ❑V Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: j 11 Owner's Signature: / Date: Last Updated: January 2011 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 1-cC 5 wood NV. Tri Permit No.: 201 - 00150 t. Description of work: I V iJ Salts_ r-in j`y IkkidS2., Date Rec'd: 3 t-1r Septic review by: eUti 1--Wal* Date Approved: Zoning review by: CL' Date Approved: .5 LL' t Building review by: -e(1.1 �'!, Date Approved: 3/4/7//.8 Grading review by: Y,,,, 1W Qrdtsf C Date Approved: 3' dal 'l 6 Zoning District: Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area: 24, ' /AC Width: StrueEtral-kveraVA e: SF .ZI(Q Survey Submitted: es D No Date of Survey: 3 6 -1 1 0 Revised date(?): Landscape plan submitted? D Yes Landscaper: A3 5 Vl D No lone proposed Proposed Setbacks: �' e / Front( e) Rear(Str ) ( N Sc)1N ) ( N S E 0 Other Buildings Wetland SiSide 2g' ZAI 1,5 ' -7 5 Building Height Analysis: Distance Between First Floor and defined Top of Roof"(See"building height" definition): (a) 2 First Floor Elevation (from building plans): (b) it)30,0q Highest Existing ground level (per survey) or 10' above lowest ground level, (c) ' L+ whichever is lower: Difference between (b) and (c)*: (d) 3 ,ICI DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) �g'V I If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff No Met? / es 0 No Permit Number: 11 / 3c0 0 Yes 0 No "" N/A 0 Yes //Y 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 1 2 3 111) 5 ��070 is 0 Yes o D Yes /No Type(s): Type(s): 3—1 Updated: June 2017 z:\forms\plan review checklist 06-2017.docx J Fees to be Charged YES - NO Perim t/- Plan Review C atetrcharge ' Investigation Fee SAC—Number of SAC Units t-"114 I-' Other(specify) Square Footage $ per Square Footage Basement . If 511-1 X e7, 7 . _ $ /3 . 7/ L:: 2:7_ 1n Floor 14'x-( X /t9g- q - $ 1(00)1 1f0, 7 2nd Floor 1Q13 _X /©✓- Q� $ i qac—, 6S3(/(0 Garage k/ Z X �)cf"1 = $ ,JJ5 2 c •Z^S Estimated Construction ValUe: $ 7gi Ot J �l Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling ;.,,Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal . o Fireplace Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection ,J,Waterproofing/Drain tile ZMfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey pr Final Lathe Required State Permits O Other(specify) 0 Well )Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: DSee Builder Acknowledgement Form 0 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 , 1 MINNEHAHA CREEK 7 WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, 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 f= Creek Watershed District. 223 tAc - 002e5rIssued to: David Weekley Homes Permit No: 18-136 Location: 2895 Wood Duck Trail, Orono Purpose: Erosion Control —Single Family Home Date of Issuance: 3/19/2018 Date of Expiration: 3/19/2019 s; By Or•- •f the Board of Managers Cole Thompson ,0000P- Permitting Tech cian 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 19th, 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 • 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 future generations. ii 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org 1 MINNEHAHA CREEK 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: is • 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 Christine Mattson From: Adam Edwards Sent: Wednesday, March 21, 2018 1:48 PM To: Christine Mattson Subject: RE: 2895 Wood Duck Trail/#2018-00258 Chris, I've reviewed the revised survey and stamped it approved with the following comments: 1. A driveway and proposed grading is depicted on the turnaround however the turnaround is already paved and should remain so until such time as the road is continued to the west. 2. The retaining wall is shown at exactly 4 feet. If the wall exceeds 4 ft an engineered design will be required. 3. The water service connections must be protected from construction traffic during construction. 4. A separate utility permit will be required for the sewer and water connections. 5. The grading plan contains element of the development grading requirements (retaining wall and EOF for pond). These will need to be completed as part of the lot grading and included on the grading as-built prior to issuance of a CO. Adam From:Christine Mattson Sent:Tuesday, March 20, 2018 4:16 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE: 2895 Wood Duck Trail/#2018-00258 Adam, We received an updated survey. Please re-review and provide comments. Thank you! From:Adam Edwards Sent:Tuesday, March 13, 2018 2:40 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: RE: 2895 Wood Duck Trail/#2018-00258 Chris, I've reviewed the plans and Stamped them approved but offer the following comments: 1. The retaining wall is shown at exactly 4 feet. If the wall exceeds 4 ft an engineered design will be required. 2. The water service connections must be protected from construction traffic during construction. 3. A driveway is depicted on the turnaround however the turnaround is already paved and should remain so until such time as the road is continued to the west. 4. A separate utility permit will be required for the sewer and water connections. Adam From: Christine Mattson Sent: Friday, March 09, 2018 3:10 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2895 Wood Duck Trail/#2018-00258 Adam, We received a building permit application for a single family house at 2895 Wood Duck Trail. I have the following comments/concerns: • Concrete pad shown on survey as outside "study" with no access. Need clarification. • Clarify basement walkout and first floor door and steps shown outside the "breakfast" area" • Retaining wall. Is it existing? Will it be built under the proposed porch? • Adam to check on status of stomwater pond Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN a 55356 (physical address) PO Box 66 i Crystal Bay € MN 55323-0066 (mailing address) St 952.249.4620 A 952.249.4616 cmattson@ci.orono.mn.us 3 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 Christine Mattson From: Christine Mattson Sent: Thursday, March 15, 2018 1:30 PM To: 'Cummins, Kevin'; 'hbrown@dwhomes.com' Cc: 'Steph.Griffin@excelsiorLLC.com'; Dennis Olmstead (dolmstead@alliant-inc.com); Roger Peitso;Adam Edwards Subject: FW: 2875 Wood Duck Trail/#2018-00258 Attachments: LETTER_Incomplete Permit 2018-00258.pdf; Site Plan Requirements -January 2018.pdf Hello, Our engineer has had a follow-up conversation with Steph from Excelsior group. Based on their exchange the Builder will be making the final development grading improvement on that lot (retaining wall and reinforcing mat for Pond Overflow area. Please address all the comments in our incomplete letter originally sent yesterday and submit updated information for our review. Please don't hesitate to contact us with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ;I 55356(physical address) PO Box 66 i Crystal Bay I MN ' 55323-0066 (mailing address) S 952.249.4620 g 952.249.4616 Pq cmattson@ci.orono.mn.us f 1 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From:Christine Mattson Sent:Wednesday, March 14, 2018 2:58 PM To: 'Cummins, Kevin' <KCummins@dwhomes.com>; 'hbrown@dwhomes.com'<hbrown@dwhomes.com> Cc: 'Steph.Griffin@excelsiorLLC.com' <Steph.Griffin@excelsiorLLC.com>; Dennis Olmstead (dolmstead@alliant-inc.com) <dolmstead@alliant-inc.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; Adam Edwards<aedwards@ci.orono.mn.us> Subject: 2875 Wood Duck Trail/#2018-00258 Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway € Orono I MN } 55356(physical address) PO Box 66 I Crystal Bay MN 55323-0066 (mailing address) 1 W 952.249.4620 18 952.249.4616 cmattson@ci.orono.mn.us 6 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 Christine Mattson From: Adam Edwards Sent: Thursday, March 15, 2018 12:42 PM To: Christine Mattson Subject: RE: 2875 Wood Duck Trail/#2018-00258 Chris, I had a follow up with Steph from Excelsior group. Based on our exchange I believe the Builder will be making the final development grading improvement on that lot (Retaining wall and reinforcing mat for Pond Overflow area. So no need to hold the permit for development work. From my perspective we can issue once the other grading comments are dealt with. Adam From: Christine Mattson Sent:Wednesday, March 14, 2018 2:58 PM To: 'Cummins, Kevin' <KCummins@dwhomes.com>; 'hbrown@dwhomes.com' <hbrown@dwhomes.com> Cc: 'Steph.Griffin@excelsiorLLC.com' <Steph.Griffin@excelsiorLLC.com>; Dennis Olmstead (dolmstead@alliant-inc.com) <dolmstead@alliant-inc.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; Adam Edwards<aedwards@ci.orono.mn.us> Subject: 2875 Wood Duck Trail/#2018-00258 Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN f 55356 (physical address) PO Box 66 Crystal Bay MN 1 55323-0066 (mailing address) St 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 1 Christine Mattson From: Christine Mattson Sent: Wednesday, March 14, 2018 2:58 PM To: 'Cummins, Kevin'; 'hbrown@dwhomes.com' Cc: 'Steph.Griffin@excelsiorLLC.com'; Dennis Olmstead (dolmstead@alliant-inc.com); Roger Peitso;Adam Edwards Subject: 2875 Wood Duck Trail/#2018-00258 Attachments: LETTER_Incomplete Permit 2018-00258.pdf; Site Plan Requirements -January 2018.pdf Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono I MN 55356 (physical address) PO Box 66 Crystal Bay MN ? 55323-0066 (mailing address) Sr 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 1 CITY OF ORONO tilL Street Address: Mailing Address: Telephone 1952;249-4600 1G� 2750 Kelley Parkway P.O.Box 66 Fax '952!249 4616 S� Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.rnn.us KESHOR March 14, 2018 Kevin Cummins David Weekley Homes 12800 Whitewater Drive,Suite 20 Minnetonka, MN 55343 Re: Building Permit Application#2018-00258 2895 Wood Duck Trail We have received information from The Excelsior Group that they will be completing the development improvements on this lot(storm pond and retaining wall). This permit will not be issued until the improvements are installed and approved. On March 8, 2018 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 and for the plan review to continue: 1. Certificate of Survey. A survey dated 3-5-18 was submitted. Our engineer has reviewed the survey and has the following comments: a. A retaining wall is proposed which extends under the front porch. Please confirm the location of the retaining wall. Also,the retaining wall is proposed to be 4' in height. Please note retaining walls over 4' in height require engineered plans to be submitted and approved prior to construction. b. A landing should be shown outside the lower level/basement door. c. A landing and stairs are shown outside the room labeled "study"where no door is proposed door. d. The room labeled "breakfast" shows a door, but no deck. This door is above the lower lever door. Please indicate if you are building a deck/stairs as part of this permit. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed). 2. Hardscape Plan. Prior to the issuance of the building permit a hardscape plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the hardscape plan should also be reflected on the survey. If all proposed hardscape is currently shown on the survey, please clarify. 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. nj, March 13,2018 2895 Wood Duck Trail Page 2of2 Don't hesitate 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 OA tviv(4)- Christine Mattson Planning Assistant c via email Kevin Cummins Heath Brown Steph Griffin,The Excelsior Group Dennis Olmstead,Alliant Enineering Roger Peitso, Building Official Adam Edwards,City Engineer enclosure Christine Mattson From: Adam Edwards Sent: Tuesday, March 13, 2018 2:40 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2895 Wood Duck Trail/#2018-00258 Chris, I've reviewed the plans and Stamped them approved but offer the following comments: 1. The retaining wall is shown at exactly 4 feet. If the wall exceeds 4 ft an engineered design will be required. 2. The water service connections must be protected from construction traffic during construction. 3. A driveway is depicted on the turnaround however the turnaround is already paved and should remain so until such time as the road is continued to the west. 4. A separate utility permit will be required for the sewer and water connections. Adam From:Christine Mattson Sent: Friday, March 09, 2018 3:10 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2895 Wood Duck Trail/#2018-00258 Adam, We received a building permit application for a single family house at 2895 Wood Duck Trail. I have the following comments/concerns: • Concrete pad shown on survey as outside "study" with no access. Need clarification. • Clarify basement walkout and first floor door and steps shown outside the "breakfast" area" • Retaining wall. Is it existing? Will it be built under the proposed porch? • Adam to check on status of stomwater pond Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ` 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 21 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us ? www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 Christine Mattson From: Adam Edwards Sent: Wednesday, March 14, 2018 8:45 AM To: 'Steph Griffin' Cc: 'Art Taylor;Jeremy Barnhart; Christine Mattson Subject: RE: Grading Permit for Block 4 lot 1 Steph, Okay we will review the permit but hold off on issuing it until the development work on the site is complete. Adam From:Steph Griffin [mailto:steph.griffin@excelsiorllc.com] Sent:Tuesday, March 13, 2018 5:49 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: 'Art Taylor' <artta@bolton-menk.com>;Jeremy Barnhart<jbarnhart@ci.orono.mn.us> Subject: RE: Grading Permit for Block 4 lot 1 Hi Adam, We will be completing the retaining wall and pond work first thing this spring. I believe that the builder has sold this lot, and is looking to keep the permit process moving prior to us finishing the work. Let me know if you would like more detailed info or a schedule from me to help with this process. We are doing everything we can to deliver the lot for the builder. Thanks, Steph Steph (Simenstad) Griffin Project Manager Steph.Griffin@ExcelsiorLLC.com T.952.525.3239 I M.612.804.5345 The Excelsior Group 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ExcelsiorLLC.com From:Adam Edwards [mailto:aedwards@ci.orono.mn.us] Sent: Monday, March 12, 2018 2:09 PM To:Steph Griffin <steph.griffin@excelsiorllc.com> Cc: 'Art Taylor'<artta@bolton-menk.com>;Jeremy Barnhart<jbarnhart@ci.orono.mn.us> Subject: Grading Permit for Block 4 lot 1 Steph, Hello. I received a Grading plan for Block 4 lot 1 (Wood Duck Trail) as part of a building permit application from David Weekly homes. I'm reaching out as my last understating was that this lot was going to be used as access to complete 1 the development grading work in Pond 1 including Item 4 below. Also The retaining wall that is shown on that lot in the development grading plan is not yet built. The building permit grading plan does show both proposed grades along the pond and the retaining wall as proposed, however these are both development level improvements that should be completed prior to the lot Can you confirm your plans in the area? I'm leery to approve this plan if the development work is not complete. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952) 249-4661 aedwards@ci.orono.mn.us From:Art Taylor [mailto:artta@bolton-menk.com] Sent:Thursday, October 26, 2017 3:30 PM To: 'Stephanie Griffin' <steph.griffin@excelsiorllc.com> Cc:Adam Edwards<aedwards@ci.orono.mn.us>; David P. Martini<davidma@bolton-menk.com>; Brian Simmons <briansi@bolton-menk.com>;Scott Oberaigner<SOberaigner@ci.orono.mn.us>; David Goman <dgoman@ci.orono.mn.us> Subject: Orono-Orono Preserve Walkthrough 18Oct17 Stephanie, With respect to item number 7 on the below list, I discussed this with Adam Edwards today. The fire hydrant and gate valve at Stat 3+64.40 need to be relocated with the gate valve behind the curb and the fire hydrant 3'from the gate valve. The other work under consideration will wait until future expansion of the system dictates a need. The work to re-locate the fire hydrant and gate valve may wait until next year prior to placement of the wear course as there will most likely be curb to be replaced as well. Thanks, art Stephanie, I dug through Shane's field notes, that 8"watermain extension has a "top of pipe" elevation shot in the field of 1021.00,the elevation is noted where the watermain extension comes up to Old Crystal Bay Road,this might help with the As Builts. That and exposing the 8" gate valve at the intersection of Goldenrod Way and Sandhi!! Drive should prove helpful. Adam Edwards, Scott Oberaigner, DJ Goman and myself met on site this morning for a walkthrough of the project. As you are well aware,Winter is on its way and we wanted to give you time to respond and take care of things before snow flies. Due to the dirt on the street throughout the project and the fact that the Wimcos are in place in all catch basins,we elected to not inspect the structures until next year after things thaw,the structures are sealed for now and we did not wish to disturb things, possibly getting more sediments and material into both the storm sewer and the sanitary sewer. The following are items that need to be addressed or at the very least, discussions had,to expedite things and provide some answers. 2 1. The erosion control measures need to be upgraded where failing or at the very least maintained,this is particularly important for all perimeter erosion control measures as well as the erosion control measures around the wetlands. The developer is responsible for the builders maintenance of erosion control measures on specific lots as well as the overall site. 2. There is an awful lot of exposed soils throughout the site, lots where there is not currently active house construction need to be stabilized, seeded with a dormant seed mix and mulched/hydro-mulched as soon as possible. 3. The grading around the Overflow Control Structure and the EOF at Pond 1, Block 4 has not been completed. I had been told earlier in the construction season that work would be completed, it should be prior to the onset of Winter 4. The temporary turn-arounds located at the end of Wood Duck Trail and the end of Goldenrod Way are not in place. These need to be put in place to facilitate emergency vehicle access on the site. Blocks 1 and 2 of Block 4 should not be built on at this time until this issue is resolved. There are already pedestals and other items for small utilities on the sites. 5. The streets need swept and maintained on a regular basis while construction is in progress. 6. The gate valve for the 8" watermain extension on Goldenrod Way from Sandhill Drive back to Old Crystal Bay Road has been paved over. This valve needs positively located and raised. There may be some additional work on that extension that is presently under consideration by the city. 7. The fire hydrant location on Goldenrod Way at Sta 3+64.40 is too close to the road. In fact it appears that the installer canted it to keep it from overhanging the road. The hydrant should be relocated a min of 18" from the back of curb. Also the associated Gate Valve is in the road gutter. The Gate Valve should either be in the asphalt portion of the travel way or immediately behind the curb. 8. As you have already heard from Adam Edwards,the piles of dirt underneath the trees on the South end of the project all need located outside the crown drip line. Hopefully it is not too late to save those trees. 9. I have been informed there was some type of embankment collapse during the construction of the house on Lot 12 of Block 1 which resulted in dirt and debris getting into the sanitary sewer system. That portion of the sanitary sewer system between MH7 and MH3 will need jetted and vacuumed prior to issuance of a CO for houses connecting to that portion of the sanitary sewer system. In addition, downstream from MH3 to MH2 should be checked in the event any debris has migrated down the pipe. 10. The permanent Type III Barricades need erected at the end of Wood Duck Trail and the end of Goldenrod Way. The barricades at Wood Duck Trail had been erected but are no longer up and in place. The material under the roadway at the end of Wood Duck Trail is eroding away and undercutting the paved surface. Please contact me at your earliest convenience with any questions you might have. Thanks, Arthur R Taylor Senior Engineering Technician Bolton & Menk, Inc. 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Phone: 952-448-8838 ext. 2761 Mobile: 612-756-2048 Bolton-Menk.com 3 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 4 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. ITI Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment -V Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 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 the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project: Signed by: �� __ Address: e7 S cJ6D Qu c/ 7z- 1f L_ Permit #: ..- 0/ F- - 0A5 ,S?' Last Updated January 2016 City of Orono oHardcover Calculation Worksheet Property Address: 2,50�c 1ititb (ci( Date: -`2/5718- Prepared by: vi_.t_actee 1' -ve S , 7 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed 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 Total Hardcover Item (Describe) Length x Width Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A p v';wF' Z I S7 S.F. B v-cwG� 1 2P-1- S.F. o Po►��!^ , /7O S.F. E sl r a it? S.F. I(, S.F. F S.F. G S.F. H S.F. 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. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover S.F._ Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 17 OU S.F. (4) Total Lot Area 9 s " S.F. Proposed Hardcover Percentage [(3)+(4)] 1Y. 8 % RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information"M/T5tER d 1_018 herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 9 of 9 CITY OF ORONO I CERTIFICATE OF SURVEY FOR: DAVID WEEKLEY HOMES 12800 Whitewater Drive, Suite 20 Minnetonka, MN 55343 tJ f f ; y4 H_PT. Y , _ a S001502W 382 6 9 . ' cy) . AC'o 11o3.sl� U s - Sd — S -£e — S - se — s '77t5aBU! I1N5GEsT(ACsm1 1js -rsd — 14 x X ♦ � ' O J N 11034.41 � I 4 4 r' i ,11025.71 0 27.17-- GARAGE • In L 75.07- �I (3 sBEE � 4�XCNc.1 p � Up 0 L / 11032.0 it H ♦ ' O � _ U - anE W— 9Ff WALKOUT o ZU01mit j$7 Jz:r65 -1,--- T 10 . 0 It BW 5.0 1 025. _ F7? a , LFE_ ---.__--- f a i R 03441 N 5e� 11/1/1 Qom, CO 7 IJ . �k 2 � i._.._ -- ..®--�-^---'""._----�_. 3aa Sae t� Is MO Z L 7.5' BUILDING SETBACK . .._ - .- � fi�3aa�sr _ . it I/ S00°13'37"W 383.76 LL l( to if 1 LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 9 34.o EXISTING ELEVATION LOT 1,BLOCK 4,ORONO PRESERVE,HENNEPIN 2895 WOOD DUCK TRAIL EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION — — r TREE PROTECTION LIMITS LOT AREA: DIRECTION OF DRAINAGE "4 -p SIGNIFICANT CONIFEROUS TREE TO REMAIN E LOT AREA=24,988 SQ.FT.OR 0.573 ACRES NOTES: CS CURB STOP a SIGNIFICANT DECIDUOUS TREE TO REMAIN IMPERVIOUS AREA=3,700 SQ.FT(14.8%) EOF EMERGENCY OVERFLOW BUILDING FOOTPRINT AREA =2,157 SQ.FT. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 1 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED I DRIVEWAY = 1,314 SQ.FT. GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR m PORCH =170 SQ.FT. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED SIDEWALK =43 SQ.FT. 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB o CONC.PAD =16 SQ.FT. ''' ADDITIONAL SIGNIFICANT TREES-OFFSITE • 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND 3 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND ❑E ELECTRIC BOX LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE 3 ARCHITECTURAL PLANS. i TELEPHONE BOX o BENCHMARKS: TNH LOCATED ALONG THE NORTHWEST LINE © CABLE TV BOX OF LOT 8,BLOCK 1,ORONO PRESERVE, 0 SET CAP IRON MONUMENT 18425 a HAVING AN ELEVATION OF 1029.34 FEET NAVD 29. U Z WATER VALVE 0 PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: 0 STORM MANHOLE Cavid Weekley Job#: Date Staked. /-1 I hereby certify that this plan,specification or report was prepared by "PEACH VALE" © SANITARY MANHOLE 00104 03/02/18 me or under my direct supervision and that I am a dulyLicensed y FIRST FLOOR =1036.09 Professional Land Surveyor under Minnesota statutes 326.02 to 32616. n 9 FT-WALKOUT/LOOKOUT BASEMENT- u) TOP OF FOUNDATION =1034.4 (ELEV.A) PROPOSED CONTOURS All214-01b# Checked By: DENNIS B.OLMSTEAD o GARAGE FLOOR =1032.0 �t 214-0157-00104 DBO Print Name • v BASEMENT FLOOR =1025.7 PLAN#7826-A WETLAND MONUMENT ~� LOWEST POSSIBLE FLOOR =1025.5 PLAN DATE:REV.09/25/17 Field Crew: Drawn By: Signature d MARCH 05,2018 18425 2-ADDITIONAL STEPSBUILDING PAD CE PLF Date License Number REAR = 1025.0 0 15 30 60 — PRE- RF— PRE ra PRE SILT FENCE Alliant Engineering, Inc. 1111.1.11 ORONO PRESERVE 233 Park Ave S, Ste 300 E Psrm SR— PST. POST SILT FENCE EROSION &SEDIMENT CONTROL Minneapolis, MN 55415 2 SCALE IN FEET LOT 1, BLOCK 4 612.758.3080 MAIN — — — BIO LOG 612.758.3099 FAx ORONO, MINNESOTA www.alliant-inc.com 0 SHEET 2 OF 2 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL N O. � 6 0 7' r�krSHO�� RPUD District Minimum Proposed Flexibility SFR Standard Lot Standards Required? Minimum lot size: 15,000 square feet 7,500 s.f.—66,000 s.f. Yes (incl.wetlands) 24 of 39 lots< 15,000 s.f. Minimum lot width at setback line: 90 feet 65 feet typ./45 feet min. Yes Minimum lot depth: 125 feet Varies- all 125' + No Minimum front building setback(toot 25 feet With blvd. sidewalk: 25' yes internal streets): CWATElvd. sidewalk: 20 Minimum rear or side setback to 50 feet 50 feet No Wayzata Blvd W and OCB Rd: Minimum side setback to internal street: 25 feet 10 feet Yes Minimum side yard setback: 10 feet 5 feet, 7.5 feet, or 10 feet Yes Per Setback Exhibit attached as Sheet B-19 Minimum rear yard setback: Lesser of 40' or Lesser of 40' or 20% of lot depth 20%of lot depth Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD buffer plus 10 feet MCWD buffer plus 10 feet Building height: Maximum of 30 feet (Not defined) No All dwelling units, including manufactured homes, shall have a depth of at least 20 feet for at least 50 percent of their width. All dwelling units, including manufactured homes, shall have a width of at least No 20 feet for at least 50 percent of their depth. 16. Floor Area Ratio (FAR). Zoning Code Section 78-1403 limits Lot Coverage by Structures for lots less than 2 acres in area to 15%. For this development the 15% Lot Coverage limitation shall not be applicable. Per the RPUD standards an individual lot Floor Area Ratio (FAR=gross area of all floors divided by gross lot area) of 0.5.shall be applicable. The FAR calculation shall include the square footage of all enclosed spaces including garage space,basement,interior rooms and enclosed proches. 17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50%hardcover of the gross lot area. Only the smallest of the proposed lots would appear to approach that limit. 18. Public Streets. All 39 lots will be served by a new internal public road system to be platted as public roads and to be constructed by the developer to City standards, with minimum paved road width of 32 feet (back of curb to back of curb) and Page 7 of 20 ------ / 4 / --_—__-- OLD CRYSTAL BAY (PUBLI• C)IC) � I �\ I \ -+ r---- ---- ,-----1�_ • .., ----1 r----� 1 r-----1 r----' � r 1 r r ,` � 11 , �LOck 1 I 11 r-` BLQC Z _ii,L L 1 11 1,; '' iI r 11 8 y 10 I I 11 i 32 I2 I i I 3 4 5 I 6 1, \\\ ,'1 • �OC� I _, �__ L - L �_ —= _a •�‘‘ ° t________:,41F ` �, / r '' F' ,. POND( `I i I 1!I _-_l_ . --J^ 11 5 :j 1 6 1 7 ! i — — '-` —k S , 9 ({ I 10 I!1 \`. I 1 ti__ I L 71 IIS ! i, >!— �---=-�1 \ I• ;I 12 N`---r_.,4 S\` as i Jks t.i POND2 -.27.7* ,, ,\,..\., ,, .....\'. .. ........ • \..,. % . ,.,,,,\ \ .. 1 N \\.,\.. , ,, ., . ,.., .„ , i ft R d� ...se_, •�\,,,,,,,,,,,.:\.A., .\\,,, ,,,,.„...._\,_.....,,.,,,,,,../... ......,...:...._....„......... .. \ \ \/ i .\� 11 I 1 • 11 L., 1 1 I 1 € LEGEND: 3 7.5' — SIDE SETBACKS 7.5' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK 1 (2—SIDES) 10' — SETBACK TO ROW 10' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK ORONO PRESERVE - SETBACK EXHIBIT ,-- A ORONO, MINNESOTA Vol DATE: 3-4-16 ( 0R& BY: 1PR ALLIANT 50.4:-E:1-.100• ,N• A ii ii 47'-4• 8• ,, 21'-10' , 24'-8' 2 = co 12 Or , 4} = f p�4 y �Y —I rn p m x rgm a a z I .gip 4 a m 4. I*7 °° ss 10' 1.1-3F1 =o { -17 S Qrm• is gil >i o� 1 _ A'-1d I=, m c dA 2 > - 0OZ 4, 18"07 aR y� I I I 1 m � — 8. coo o 741 y t oti 8. 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No.: ©tleekley Homeo LP. 2018 ORONO PRE SERVE 6002 L°t' 01 David Weekley Homes The catio s sh �on this document, other Z 1 ZN o 2895 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. 0 < —I Job No.: Scale:1/4" ' " The actual ma y cations oons f the doc ument e d o m N D = 0R_ON0 MN 0012 Sect: 1 BR/JP/JIM 1/4 = 1-0 y vary. v w rnot be relied on as a representation of • I • , .9/25/17 Rev.: what the completed structure will look like. New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 12/7/16 Mailing Address of the Dwelling or Dwelling Unit Name of Residential Contractor MN License Number David Weekley Homes City Plan ID 7826 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) w o y 0 f Active(With fan and monometer or o a la 0. ��a other system monitoring device) !! M 0 a, v b 9 Location(or future Location)of Fan: F4- al j 74 [ o ti ti o w is 0 Insulation Location . o U W H ° Z w w w° wo 2 ' i2 Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X exterior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Interior Wall R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X 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 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.31 R-8 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SB48080S17 PROG5042NRH67PV BA13NA036 Describe: Input in 80000 Capacity in 50 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL - 56869 28224 34301 Cfm's I, "rouno ouct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 30%=93 High: 60%=186 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 90 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 180 "metal duct Site address 7826 Peachvale Date 112/07/2016 Contractor Completed Sabre Heating and A/C By Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4434 Total required ventilation 180 Basement—finished or unfinished) 5 Continuous ventilation 90 Number of bedrooms Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sa.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 (WI) 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 ventilators(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 continuous 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. c C E N c •G l c h o, `� a o ii '° n O W y C ,^ d ii a d E E. m v ° E i n o g , o 9 o• ,�. a d m .$ 0 o. 3 03o o aae � as E .5 ' v v• 3 o C r a N y a G Z" 0 w `O c c Q E •a C o .c a E `o o $ o w .o o A nA = c m > a U y - N 0 o 0 ° E E c 2 C a °- > a O.▪ ¢ m Z e• Ti -5 i o ° c ° c c e 5 c c u > > N of e Q L" c 0 0 3 _ c c 2 E = t E LL 3 `y N u w > N ` A ` C c 01 0 7 U N U W ¢C N 4 C ^ N f. 0 0 P. V ` O W a C « G c c ° OCa d 7 d co co 01 d co O A• c 3 ° ° O = n a ` 1:2_ r, L c o 0 0 o N a o100, * n ° a .E ywcc c � m U ° 1'. c ' o? c c ov y 49 C o ^°e N o 5 ,8 c ° Cxo O . o0 4i . C ii• ° E C WVV . 'GV 'c . 0o = c G W co O6V O g ❑ 1 Co y y E m > ro o O ruC G •ad M 0 E ; 2 O V Q1 N E O. O U C G Q a=. C o F m o ° 3 0 c ° m m ° m io, m o' v m° `0 3 n c r°.o d o > 8 N N as 'a E II > Q '^ « w m m -01 '^ = 0 CU o c o o f O N coD� O O d Is c L N L c ` o `0 J r- O C~ P. at'. t c W o W W t E U of m C t d u 0 .°. m F- 0 p w v LE g o� 3 c E c a E m l a '9 a s v a E e ° m ° o v 2 0 ; v g W d e .'G.. ,O C •�.. W N�" O' O a N o m c o `o c N o G G a c v ow E o `. v `u avN � " ° a ` b$ c ' o o .0 c m r c E E e a a o e e v ' N a o-1 'C N a _ .-- = V C o i h at. c C 0 E c ° = o o54t1- 12 .to ° o cE « m ti • $ a i' Q F .75` o d ) C N re O E N O 0 d u 0 �' O O a e ;1 r s 'C E a E � e' c d O C a a 0 O C o m o u E o ; ° t w o w w a a i EE a [~ o y y o .� .t.. 8 2 0l E 5 ° O 0 ad. ° . C . G >•t c Ch d t d o ° o d E 'co, . > k e c cl 1 E E a E rn ° G ° ' o f = h = c G 7 .2 C G y ad. v `0 0 0 1 01 • Z a $ ¢ .0 'et 0 2 e m A = V 3 p�p °u lJ o oGi G 'E O o $ a _ryry C C . 0 0 _ . L+ O U c \ .&' G N m 0 W W ~ ' C 4 G • E O C . O '0 O G 0• > > E c . c ° .0 '� o �0 o o d a o U .f.,--, E Y • V y = y r+ 1.1 N o O W ¢ 1/1 O O `0 0 of V1 C; .• o ; E o Directions-In order to determine the makeup air,Table 501.4.1 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. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 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 atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 4434 unfinished basements) Estimated House Infiltration(cfm):[la 665 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV=0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); [2a+2b+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from above) 665 Makeup Air Quantity(cfm); [3a-3b] 290 (if value is negative,no makeup air is needed) -LJ • 4.For makeup Air Opening Sizing,refer NOT REQ. to Table 501.4.2 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 also 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 fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1 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. I— Combustion air Not required per mechanical code(No atmospheric or power vented appliances) ✓ Passive(see IFGC Appendix E,Worksheet E-1) Size and type 3 inch ridged,4 inch flex 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. 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: 80000 Draft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent DWater Heater: 40000 raft Hood IJFan Assisted Direct Vent Input: 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: 640 ft3 LxWxH nLnWnH 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 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)i s less th an 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: 40000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 3000 TRV ft3 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= 640 / 3000 = 0.21 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.21 = 0.79 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): 33 13. Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= ,t"OOOO /3000 Btu/hr per M2= 13.33 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 1 3.33 x 0.79 = 10.49 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 y Minimum CAOA= 4'1 2 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. 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. CERTIFICATE OF SURVEY FOR.- Wilt t01 City of Orono ®tkt Planning&Z: Zz lan R�ejv"'1� DAV/D WEEKLEY HOMES Site Plan R � ' I �i� 12800 Whitewater Drive, Suite 20 �p APPROVED wlTH REVISIONS(see notes) '7 Minnetonka, MN 55343 ❑DENIED , , E f 7,/,/,,„. /7,-/ , Staff: __^D 4, Try cn ir--DRAINAGE & UTILITY EASEMENT- nm n j 0 1028.28'-] o -_. L�..��. I kl__PT_. 1 _ o < iN 5 i 1 11019 `" / 11 x N� I 1 / RON _ _c�._ o _1 w �p1��II 1028.39-t c O ' 11030.80 1031.BF--'__ J 5.13 ao-, X X # X O L,, V x 1028 39• !X 6 60 ui - 46.67 N )1024.51 ,,_. Xr 1020.83 ,4 7 5 RIM DING SETBACK i` 2 -r_m i ", D 1028.44 ��, 4x < NWL = 1021.0 ' /6.5% -11)- 11025. I-IWL• ----28.82-----..- J ,n !°� `�`� i 0 __28.82 -- ^ / / f'N Ln +°°� X�r X 76.7 (3�STAL BFE x o POND 1 / / ',-i ''' r ci �/ J = x lL 1028.50 o :50 11032.01 ^ m 7//4,..,-.- O ,_ ,X n 43 ,: O 1030.35 W1030.42 PROPOSED HOUSE oo r''. N ! ,' I ,o ° - DRAINAGE & UTILITY E X w w PROPOSED N _ o -o z c0i o I I 0o f rn ASEMENT tJJ • rc p in an MIAmour a o X-a x I , N = -__., 1028.61 - Q DRIVEWAY I o 1030.33 'X a O X \ I I .__' m o w ,i BASEMENT- �n m m t- WETLAN14. o - �__ 00 1029.95 N N_•r m \ 1 ,X4. HWL = 1021.45 �. 67.39 _ BUFFER CV a o U SIDEWALK I dlllz= ^ ADOtT10NAL STEPS N m vwi '\ o a- i : i` WETLAND r O P .. _ _ L:�- �. / - B W 1025.0�. o- `.- s X025. 1 X c _X k I �� �► - _t__. '1�5 �� o Ti: m o 1D30.00 A 4 x PADONC r s`� p , in ri m / m H: - 1024.89 -c niP ' - _ -a'"-c--.-._.-.-..- :" M ^ TW I0290 `mI1 0 3.00 - h X I \ W 1034.4 w o o // /i(3'22.% oREFEI---4 ZOPOSED WALL La LFE w t - o r 1. j Z # 1 1 .40.17 \� 7.5' BUILDING SETBACK oo a ` /'V 1024.28 - - , _ 1025.94 i^X1024.57 -._.. o ` moo -- 2- ... i s ._0' 68.12 '�� 46.67 n X X X X -k --u 1022.18 1024.84�-'\ ' Q 1024.63 ---- /iRo DRAINAGE & UTILITY- S00°13l 711W 383 76 cr �� T/IRON J .J �J 111 .JUJ V EASEMENT LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 9 3 4.0 EXISTING ELEVATION LOT 1,BLOCK 4,ORONO PRESERVE,HENNEPIN 2895 WOOD DUCK TRAIL EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION ® ..* - •• TREE PROTECTION LIMITS LOT AREA: DIRECTION OF DRAINAGE CITY OF ORONO , ``�t -0 SIGNIFICANT CONIFEROUS TREE TO REMAIN E LOT AREA=24,988 SQ.FT.OR 0.573 ACRES NOTES: CS CURB STOP SITE PLAN b< GRADING PLAN �, t- SIGNIFICANT DECIDUOUS TREE TO REMAIN IMPERVIOUS AREA=3,700 SQ.FT(14.8%) EOF EMERGENCY OVERFLOW - BUILDING FOOTPRINT AREA =2,157 SQ.FT. VI 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. COSIGNIFICANT CONIFEROUS TREE TO BE REMOVED DRIVEWAY = 1,314 SQ.FT. LFE LOWEST POSSIBLE FLOOR 0 APPROVED WITH REVISIONS c PORCH = 170 SQ.FT. GRADING PLAN DATED JULY 7,2017. SIDEWALK =43 SQ.FT. ❑ DISAPPROVED �;' SIGNIFICANT DECIDUOUS TREE TOBEREMOVED N 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB CONC.PAD = 16 SQ.FT. I ADDITIONAL SIGNIFICANT TREES-OFFSITE o • IRON MONUMENT FOUND b- 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST B m FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND E❑ ELECTRIC BOX DATE Or /v\/4 I if LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE RECEIVED .3 ARCHITECTURAL PLANS. ❑T TELEPHONE BOX o BENCHMARKS: 4. THE DECK DISPLAYED IN THE ARCHITECTURAL PLANS CABLE TV BOX C° MAR MAR 2 0 2018 TNH LOCATED ON LOT 1,BLOCK 1,ORONO WILL NOT BE CONSTRUCTED AT THE TIME OF THIS 0�® o SET CAP IRON MONUMENT 18425 PRESERVE,HAVING AN ELEVATION OF 1031.57 SURVEY. 0 OR FEET NAVD 29. X WATER VALVE CITY OF ORONO -6 J PROPOSED ELEVA TIONS: DAVID WEEKLEY HOMES PLAN: O STORM MANHOLE Revision Note 03/20/18:Moved house 1.66 feet south on pad. ' David Weekley Job#: Date Staked: thereby certify that this plan,specification or report was prepared by © SANITARY MANHOLE me or under m direct supervision°PEACHVALE" 00104 03/02/18 Y pearder innestlamaduy Licensed ." FIRST FLOOR =1036.09 Professional Land Surveyor under Minnesota statutes 326.02 to 326.76. 9 FT-WALKOUT BASEMENT- ^ TOP OF FOUNDATION =1034.4 (P) PROPOSED ELEVATION Alliant Job# Checked By: GARAGE FLOOR = 1032.0 (ECFV.A) z DENNIS B.O Sr0/ a PLAN#7826-A 214-0157-00104 DBO Print Name a BASEMENT FLOOR =1025.7 PROPOSED CONTOURS PLAN DATE:REV.09/25/17 Field Crew: Drawn By: Signature .t LOWEST POSSIBLE FLOOR = 1025.5 MARCH 5,2018 18425 2-ADDITIONAL STEPS 0 EXISTING TREE 0 15 30 60 CE PLF REAR = 1025.0 Date License Number cst Alliant Engineering, Inc. WETLAND MONUMENT F ORONO PRESERVE A Min Park Ave S, Ste 300 E BUILDING PAD SCALE IN FEET LOT 1, BLOCK 4 612n758.3080 MAINeapolis, MN 5415 ORONO, MINNESOTA 612.758.3099 Fco 3 www.alliant-inc.com 2 in 295 Wood 1 .4 - I N ° 2 CERTIFICATE OF SURVEY FOR.' COVIk0 . DA VID WEEKLEY HOMES 12800 Whitewater Drive, Suite 20 Minnetonka, MN 55343 Ti11 I, I i i' 1 � 12H ' / ' // / /// ' .' r l ++t es _isd k Id es Misd 11 1..— , I , _i 7/ i r� _.V I I- _�_ _ =r-� _.T.-__�..._.-.�—. isT es E isd is ise r IS I I �� ���• J 7 5 RUtI NGETB/1Ck —I. / I I (N 1034.4 U • J /��• • OF 0 j • / 28.82 �- GARAGE 11025.1 w F /7 76.734-- 1 6.731_ t (3 SULK J BFE o 1• �' �� • Ln L.L t 1032.0 /7(7 7 7' ,„ j'� (O _� n l o 1 I - wAlxOujr Z PRAPutED I W -il'a±---- - / \\ a i P. i N fi � / 67.39 PEAgIVIE i ,-w ! \ < <w .\ �� �nv 4'x4' . A■ i � Imrn I �,y� c� o2�� ad �i - .1J--1.0_— _1- m� SIDEWALK�O i i y zl Fes, �/ I I .III 2�. v t c � ° _ �J -4x4' CONC :X*,` 4s��aI O ti2 ll t ___(,025, , / / III PAD J v6�, - > I I �t e I ., 1in 1n BW 1025.0 "� // \ t _ I O _ _ , ---t- `' — / I(may -—_----_- __— __- }-$ ti.,. L4�J �� 3�Ip�l 1 1034.4 �t _ moo ;�I A. m l , t i ae 5� S00°1''37"W 38 .76 LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 9 3 4.o EXISTING ELEVATION 1,BL K 4,ORONO PRESERVE,HENNEPIN 2895 WOOD DUCK TRAIL LOT ~' -` EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION *" "° '' '. TREE PROTECTION LIMITS LOT AREA: DIRECTION OF DRAINAGE 20, _ „f• SIGNIFICANT CONIFEROUS TREE TO REMAIN LOT AREA=24,988 SQ.FT.OR 0.573 ACRES '1'C$ CURB STOP coNOTES, f • l SIGNIFICANT DECIDUOUS TREE TO REMAIN IMPERVIOUS AREA=3,700 SQ.FT(14.8%) EOF EMERGENCY OVERFLOW o BUILDING FOOTPRINT AREA =2,157 SQ.FT. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. R DRIVEWAY =1,314 SQ.FT. t f� SIGNIFICANT CONIFEROUS TREE TO BE REMOVED PORCH =170 S0 GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOORco SIDEWALK =43 SQ.FT. '2' ' y SIGNIFICANT DECIDUOUS TREE TO BE REMOVED N CONC.PAD = 16 SQ.FT. 2. BEARINGS ARE ASSUMED PER PLAT TC rOP OF CURB 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST • IRON MONUMENT FOUND i ADDITIONAL SIGNIFICANT TREES-OFFSITE N FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND ,I ' ° LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE 0ELECTRIC BOXir rn ARCHITECTURAL PLANS. ❑T TELEPHONE BOX RECEIVED BENCHMARKS: 4. THE DECK DISPLAYED IN THE ARCHITECTURAL PLANS 5 TNH LOCATED ON LOT 1,BLOCK 1,ORONO © CABLE TV BOX MAR 2 C Z018 WILL NOT BE CONSTRUCTED AT THE TIME OF THIS i PRESERVE,HAVING AN ELEVATION OF 1031.57 SURVEY. FEET NAVD 29. 0 SET CAP IRON MONUMENT 18425 _ Z WATER VALVE CITY OF ORONO PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: ( STORM MANHOLE Revision Note 03/20/18:Moved house 1.66 feet south on pad. Daird WeekleyJob#: Date Staked: i 'PEACHVALE' © SANITARY MANHOLE I hereby certify that this plan,spec and that orreport was prepared by FIRST FLOOR =1036.09 00104 03/02/18 me or under my direct supervision and that I am a duly Licensed N 9 FT-WALKOUT BASEMENT- Professional Land Surveyor under Minnesota statutes 326.02 to 326.16 TOP OF FOUNDATION =1034.4 " '.) PROPOSED CONTOURS (ELEV.A) All ant Job# CheckedBy. DENNISB..OLMSTEAD GARAGE FLOOR = 1032.0 PLAN#7826-A Z 214-0157-00104 DBO PonttNeme ,1 0 BASEMENT FLOOR =1025.7 WETLAND MONUMENT _ PLAN DATE:REV.09/25/17 Field Crew: DrawnB Signature 425 5 LOWEST POSSIBLE FLOOR =1025.5 2-ADDITIONAL STEPSy �rU REAR = 1025.0 BUILDING PAD 0 15 30 60 CE PLF Date MARCH O5,2078 Lice1nnsse Number j PREM Sr 1 PRE. PRE SILT FENCE i< ORONO PRESERVE Alliant Engineering, Inc. 233 Park Ave S, Ste 300 v PST- SF PST• POST SILT FENCE EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 SCALE IN FEET LOT 1, BLOCK 4 612.758.3080 MAIN BlO LOG 612.758.3099 FAx m ORONO, MINNESOTA www.alliant—inc.com o L- SHEET 2 OF 2 FOUNDA TION AS-BUILT FOR: DAVID WEEKLEY HOMES t ,, 4 L..L 12800 Whitewater Drive, Suite 20 APR 1 U 1'113 Minnetonka, MN 55343 CIOFORONO --DRAINAGE & UTILITY EASEMENT--, 0 031.91- I S00°15'02"W' 382.69 ' Ou-?} �034.32� c/ " 7.5' BUILDING_SETB G h�` " " ^� 11024.5( O M --7 X2.19, X6.5% 11034.41 M - x NWL = 1021.0 ���F J 46.67 cj HWL = 1022.93 � - 0 < r .I% ±----28.82----_-: GARAGE Uo25.71 - ' Q 76.73 m BFE POND I c0 N A.50 11032.01 PROPOSED • DRAINAG E & CD Et O H HOUSE o y UTILITY EASEMENT___ w O - w N PROPOSED -9FT WALxOUTp, 5 Zcl o w DRIVEWAY 8 00 BASEMENT- N a _-WETLAND HWL = 1021.45 v 67.39 4826-PEACHVALE p w BUFFER • N ct • • o v 4'x4 2 ELEV. "A" - m n ! WETLAND Q 2- ADDITIONAL STEPS ♦ 'Ct CO 4 -,m SIDEWALK = T �--4'x4' CONC.I \\ O ,,..i,-•.;'_ O 1 m w TW 1023.Q 3.00 4025:5 I� PAD 7 0 d / NN BW 1025.0��• - -a- n 1034.4 i,ri \` 0r�v�) LEE_ I 00 #' % W O >�µ�..fin �''V11ALL * I 40:17 ` Z Z L\/.5 BUILDING SETBACK cel O \ ^+ 1034.33(M) ^+ `--DRAINAGE & UTILITY--'' S00°13137"W 383.76 EASEMENT E LEGEND: LEGEND N LEGAL DESCRIPTION ADDRESS: 9 34.0 EXISTING ELEVATION LOT 1,BLOCK 4,ORONO PRESERVE,HENNEPIN 2895 WOOD DUCK TRAIL EXISTING TREE/WOODLAND BOUNDARY m COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION TREE PROTECTION LIMITS w LOT AREA: DIRECTION OF DRAINAGE o SIGNIFICANT CONIFEROUS TREE TO REMAIN a LOT AREA=24,988 SQ.FT.OR 0.573 ACRES NOTES: CS CURB STOP SIGNIFICANT DECIDUOUS TREE TO REMAIN a IMPERVIOUS AREA=3,700 SQ.FT(14.8%) 3 EOF EMERGENCY OVERFLOW v BUILDING FOOTPRINT AREA =2,157 SQ.FT. SIGNIFICANT CONIFEROUS TREE TO BE REMOVED tri DRIVEWAY = 1,314 SQ.FT. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. a GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR PORCH = 170 SQ.FT. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED 41 SIDEWALK =43 SQ.FT. -4- 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB CONC.PAD = 16 SQ.FT. ADDITIONAL SIGNIFICANT TREES-OFFSITE O 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND ❑E ELECTRIC BOX 07 LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE a ARCHITECTURAL PLANS. ❑T TELEPHONE BOX `o BENCHMARKS: 4. THE DECK DISPLAYED IN THE ARCHITECTURAL PLANS C �° TNH LOCATED ON LOT 1,BLOCK 1,ORONO WILL NOT BE CONSTRUCTED AT THE TIME OF THIS CABLE TV BOX D PRESERVE,HAVING AN ELEVATION OF 1031.57 SURVEY. 0 SET CAP IRON MONUMENT 18425o FEET NAVD 29. Z WATER VALVE co PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: OO ZAILE David W ekley JOb#: Date Staked: FIRST FLOOR =1036.09 ar Professional Lend Surveyor under Minnesota statutes 326.02 to 326.16. 9 FT-WALKOUT BASEMENT- ,0 TOP OF FOUNDATION =1034.4 (P) PROPOSED ELEVATION Alhant Job# Checked By: DENNIS B.OLMSTEAD (ECFV.A) 214-0157-00104 DBO Print Name � o GARAGE FLOOR =1032.0 �-t PLAN#7826-A � BASEMENT FLOOR =1025.7 MEASURED TOP OF PLAN DATE:REV.09/25/17 (M) Field Crew: Drawn By: Signature LOWEST POSSIBLE FLOOR =1025.5 FOUNDATION ELEVATION APRIL os,2018 18425 o 2-ADDITIONAL STEPS CE P REAR =1025.0PISDate License Number j PROPOSED CONTOURS Q 15 3Q 6Q - 0 EXISTING TREE 2ll3nt Engineering, Inc. ORONO PRESERVE 233 Park Ave S, Ste 300 E WETLAND MONUMENT SCALE IN FEET 6inn7apolis, MN xIN5c LOT 1, BLOCK 4 � 61 .758.3080 MAIN 612.758.3099 FAx C BUILDING PAD ORONO, MINNESOTA www.alliant-inc.com o 0 2545 WOOd DUll fir 2.0 tr.'061.51( Fula ridattm Al -liu if' o:\ DATE TIME CITY OF ORONO 1�Q CALLED IN INSPECTION OTICE J - SCHEDULED i(-i/o-/Y 02!30 PERMIT NO. - • ; '40 c M ED ADDRESS c2-7593 cod 61/4.-1I OWNERTELEPHONE NO 1 -36 7 9 CONTRACTOR- L V • DESCRIPTION PO l,c_./ IAJCLI , ' W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING " 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 is 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL . ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: M. -,r4 1/ ler ynd. 7 /41( cc a b ,'#e// L1/o,4/,s, e.L 7 4-er-4 G � o �Do e i f/i 1214'4.4 Q i* d '-=`et./ N. CC W c .x..31114 6.. -Fro >L -4'7 Q Gor' sa,Y i W Z W CC J CI W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC 'WLCORRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY IQ O CICORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O 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. -..f.kjeiP X White Copyllnspector's File Canary Copy/Site Notice I '( � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED y=y I Er 3 : PERMIT NO.oZ69g -00 >�✓ COMPLETED ADDRESS �U 1) d) (1))ix_L tii-- - f f OWNER TEIrEPHONE NO ��-.363 20_5- CONTRACTOR J I( Q"L, / e I J DESCRIPTION !'� 7�'- a W ❑ FOOTING 0 DEMO-FINAL :' 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING _ ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL FivIO ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, 0 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 v 0 DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: 5&•I4c ( — Ike,' rij 5 cc et o et - soiG - so i(d c. c7•.4.eer rerkwt c:i 4, ° _5;te - u/e,›d 67 - /i 4e SdiL nems W CCQ l`orrecetto Ai - re.Se -C) .- - ReiodptV left ept. s.t . ear--st4zi Verve iu Z ......._ /Ovt�e-Q — W - CC - rerws - pr os /( ,.4e'e... a , 96 p )w Svc rT ve-A, , c e,��` J¢a 6 IQ 0 WORKS TISF CTORY: ROCEEQ-erthetecsee�G _ROJECTCOMPLETE Ljy� IQ Q20.608RFIWORK 8 PROCEED • I❑ SUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECT O�/��Z'1 TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN LISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspect 4 White Copyllnspector's File Canary CopylSite Notice DATE TIME\./..- CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED `-/fes 7 , ,`30 PERMIT NO. ,D/ c - 00.2 OMPL ED ADDRESS U 95 'JULcic hr OWNER TELEPHONE NO. A/2 5- 0 x293 CONTRACTOR U l b O,, -1 Jesse DESCRIPTION r6112.4ja-4/7)*-- 6. W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING yFOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL �Z 0 LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ElWATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL Z v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO • COMMENTS: Appiiiiid_ Lab//`l5' itW o Telmi2a lo'v � ✓p 'c :i-j itis VI. . -CIA. cc — to rat r Ye /...y rock .1 -P46 i, c, bra v16eUi 0 6 Yt 6-4,s&� /4 et-A 4- e 5 - i4 <s IQ Q fr.)eaeg04,410 ' Qst 4 &G 4-ri 1 f .Sou t Ai , /4,F Ai -4 19aii Sd'e$ w 0P,GvcG (t* 4 J ''t._�'/-il rev -1,jJ r.- a.� W os• Side - G .t s< k4 i •rrf,0. ra r of,at e- c(120 W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE WCORRECT WORK&PROCEED 111ISSUE CERTIFICATE OF OCCUPANCY O Q'd'CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1' BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. / tvt. )14- White 14-White Copy/Inspector's File Canary Copy/Site Notice INSPECTION NOTICE DATE TI E CITY OF 6fdn U— CALLED-IN SCHEDULED PERMIT NO.Zoia '00 Z.5-8 COMPLETED/0"/Z /03&-- ADDRESS Ze 9S 4v6c.,ni'e,r-/e OWNER/CONTR. rA ,`0 61/,ei /y ❑SITE INSPECTION 0 MECHANICAL RI 0 REINSPECTION ❑CONC SLABS 0 MECHANICAL FINAL 0 FOLLOW-UP ❑ FOOTING 0 INSULATION 0 COMPLAINT o PO ❑RATED ASSEMBLY 0 FIREPLACE ND.UDRAINAGE ❑BUILDING FINAL 0 SPRINKLER SYSTEM 0 SEPTIC INSTALL 0 0 SHEATHING 0 SEPTIC FINAL 0 I- 0 PLUMBING RI ❑S&W HOOKUP 0 u_ 0 PLUMBING FINAL 0 GAS LINE MANOMETER 0 o COMMENTS: re. e/ion5 � — //-/fl _I-Are/i001---- C/C. re/i v't---c6C � ./4lcn v�Z oG cc cc w cc Q w w cc F RTHER CORRECTIONS MAY BE REQUIRED 0 PERMIT FINALED K SATISFACTORY: PROCEED 0 PHOTO TAKEN O ✓✓✓J CORRECT WORK&PROCEED 0 0 CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: (763) 479-1720 Met • st Inspection Services Inc. Owner/Contr.on s' - Inspector: V e